ML20199E435

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Rev 4 to Instruction QI-013, Documentation Review for Instrumentation Equipment/R-E-ININ. Related Documentation Encl
ML20199E435
Person / Time
Site: Comanche Peak  Luminant icon.png
Issue date: 09/24/1985
From: Hansel J, Merhan R, Patterson A
EVALUATION RESEARCH CORP.
To:
Shared Package
ML20199D912 List: ... further results
References
FOIA-86-36 QI-013, QI-13, NUDOCS 8606230303
Download: ML20199E435 (110)


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                                                                                          .             l EVALUATION RESEARCH CORPORATION                  .

( COMANCHE PEAK RESPONSE TEAM

                 . QUALITY INSTRUCTION FOR ISSUE SPECIFIC ACTION PLAN ISAP-VII.c INSTRUCTION NO.:    QI-013 REVISION: 4 EFFECTIVE DATE: 09/25/85 C0 00__D CO?                7 CONTROL NOM"Y                                      -

k DOCUMENTATION REVIEW FOR INSTRUMENTATION EQUIPMENT /R-E-ININ Prepared by: h MO- Date: f- f8

  • 8I Approved by: NWI ' MM -- Date: )~O Issue Coordinator Approved by:

On-Site QA Representative Date: I!b4[b Approved by: ate: @ / [3' QC Review Tea's Leader

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8606230303 860609 * ' ~ PDR FOIA .- es ., - , GARDE 86-36 PDR , a - (

QI-013 Rrv. 4 1.0 PURPOSE - This instruction provides methods to be used and the accapt/ reject criteria to be applied in performing documentation review of the instrumentation equipment. 2.0 APPLICABILITY This instruction applies to documentation review of samples selected from the instrumentation equipment population at Comanche Peak Unit 1, 2, and areas common to both units. The population is described in the Population Description for Instrumentation Equipment.

3.0 REFERENCES

3.1 CPP-009 Performance of Reinspection and Documentation Reviews 3.2 Description Memorandum QA/QC-RT-285, dated August 7, 1985 delineating documents used in the development of the document review instructions including the source of each attribute. 4.0 GENERAL ( 4.1 Responsibilities Responsibility for reinspection is set forth in Reference 3.1. . 5.0 INSTRUCTION 5.1 Using the information in R'eference 3.1 and below, perform the documentation review on the items in this population. Use the checklist to record the findings, see Attachment 6.1.

1. Inspection Report & Inspector Certification 1.1 Verify that the final instrumentation tubing installation package was inspected to one or more of the following TUGC0 inspection instructions:

Instruction No. Title QI-QP-11.8-5 Inspection of Instrument Tubing, Fabrication Installation, and Instrument Installation. QI-QP-11.8-1 Instrument and Tubing, Installation g, . Inspection.

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o . s QI-013 Rev. 4 q 5.0 INSTRUCTION (Cont'd) -

1. Inspection Report & Inspector Certification (Cont'd)

Instruction No. Title QI-QP-11.8-6 Inspection of Instrumentation Tubing Installation. QI-QP-11.8.8 Inspection of Permanent Instrument Installation. NOTE: All inspection reports marked " FINAL"

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shall be REVIEWED. If other documents in the package indicate that final inspection report is missing, a deviation report shall be written. 1.2 Verify by review of the inspector certification files that each person sig'ning as a QC inspector on the applicable inspection reports was certified to the applicable instructions noted in 1.1 at the time the Inspection Report was signed. NOTE: If this attribute is rejected, determine if the person that signed as a QC { inspector was ever certified to any instruction noted in 1.1. If the inspector was certified, record the time period of certification, otherwise state that the person was never certified.

i. Instrumentation Tubing Manufacturing Record Sheet i

2.1 Verify that the Instrumentation Tubing Manufacturing Record Sheet has been filled out and signed off by the inspector. Where there are core than one record sheet in the package, all the record sheets sha,11 be reviewed. 2.2 Verify by review of the inspector certification files that each person signing as a QC inspector on the Instrumentation Tubing Manufacturing Record Sheet is certified to QI-QP-11.8-1 or OI-QP-11.8-5, whichever was in effect at the time the record sheet was signed. NOTE: If this attribute is rejected, determine if the person that signed as QC inspector was ever certified to any of the two , instructions noted above. If the inspector was certified, record the time ( period of certification. Otherwise state ._, that the person was never certified.

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QI-013 Rev 4 5.0 INSTRUCTION (Cont'd) .

3. Tube Bender Qualification Form 3.1 Verify that a certified- QC Inspector has witnessed and signed the tube bender qualification by checking all Tube Bender Qualification Forms. Verify that the calculated ovality shown on the forms does not exceed 8%. If the ovality exceeds 8%, note the ovality on the checklists. Once the forms are reviewed and found acceptable, a memo shall be written to that effect. This attribute would then be acceptable on all packages, with the memo referred to on the remarks section of the checklist.

NOTE: This attribute is a generic attribute for this population and is not tied-in to a specific package. 3.2 Verify by review of the inspector certification files that each person signing as a QC inspector on the Tube Bender Qualification Form is certified to QI-QP-11.8-1 or QI-QP-11.8-5, whichever was in effect at the time the Qualification Form was signed. NOTE: If this attribute is rejected, determine if the person that signed as QC inspector was,ever certified to any of the two instructions noted above. If the inspector was certified, record the time period of certification. Otherwise state that the person was never certified. 6.0 ATTACHMENTS 6.1 Checklist

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  • f97 h ;;CN DEJC 'illIIICJ.I;CN PEG 30.

P. 10F L INST 3tM. EQUIPP.ENT R.E-ININ QU C TI L3SI3.UCT10N at-oi3 025:351tc:o= 0 c:::: t EOGi??.CII . W IAG No. Q 00C N A* ION II7!!i O rr't: 2 O cc:-c:' TEMILCJ.T*CN l ACC2.9 lKZ*EC* lOA: l L. Inspection Report and Insoector Certification A t.2 A \Mv i x \

2. Instrumentation '

Tubing Manufsccuring tecording Sneet 2.1 2.2 ( *

3. Tube Sender rNstif teac!an Form \

3.1 1 Owaitty. if so than 6*: A

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3.2 FRE?AAID ST: Atrt0VG ST: GAIC OCSCIFf.INE DC3. DATE LEAD O LSCIFt.INE E M1. L35F M aa 81: Af t10VG ST: LEAD LNSPECT0g OATE wat t.L uut GATE '.- . CPT-007JA. Revision.0 = e.**

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COMANCHE PEAK RESPONSE TEAM QUALITY INSTRUCTIONS FOR ISSUE-SPECIFIC ACTION PLAN VII.c  ! CHANGE NOTICE 001 INSTRUCTION NO.: QI-025 REVISION: 1 EFFECTIVE DATE: 09/24/85 , REINSPECTION OF LARGE BORE PIPING CONFIGURATION The QI identified above is hereby changed as shown on the attached pages of this notice. i Prepared by: O Date: 9- f/ #f Approved by: MM ' b*~ Date: 9-73 8 1ssue Coordinator Approved b : >

                            -fite QA Representative Date:    k2 [

g.' Approved by:. - d' '# - 2 ' j. '  % ges 4.), @ fJ F ~ Enview Team Le& der ,. **

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y,.v . i Change Notice 001 QI-025

                                                                                                                    ,Rev. I
1. Change paragraph 5.2.2 to read: *

( , 5.2.2 Centerline Elevation (1.b) The following criteria shall be applied to all piping which has an "N-5" designation on the piping isometric and all Unit I and Common ASME III class 1, 2, or 3 piping which was not included in the ASME III N-5 program. Ensure that centerline (CL) elevations of horizontal piping is in ' accordance with the isometric drawing. No pipe shall be located such that the CL location is outside the tolerance defined under

                                                     General Requirements" (see paragraph 5.1), hereafter referred to as tolerances.

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2. Change paragraph 5.2.3 to read:

5.2.3 N-S, E-W Location (1,.c) The following criteria shall be applied'to all piping which has an "N-5" designation on the piping isometric and all Unit 1 and Common ASME III class 1,2, or 3 piping which was not included in the ASME III N-5 program. Ensure that the pipe runs in the N-S, E-W orientatfor. are in accordance with the piping isometric. No pipe shall be located such that the N-S, E-W location is outside the allowed tolerance (see paragraph 5.1).

3. Change paragraph 5.2.6 to read:

5.2.6 Piping Clearance (1.f) The . f ollowi:1g criteria shall be applied to all piping which has an "N-5" desigtation on the piping isometric and all Unit I and Common ASME III class 1, 2, or 3 piping which was not included in the ASME III N-5 Program.

4. Change paragraph 5.2.8 to read:

5.2.8 Slopes (1.h) The following criteria shall be applied to all piping which has an "N-5" designation on the piping isometric and,all Unit I and Common ASME III class 1, 2, or 3 piping which was not included in the ASME III N-5 program. Ensure that the minimus slope requirement is in accordance with the piping isometric. A combination of levels, line levels, and linear measurement,using an instrument incremented with 1/16 inch increments is acceptable for establishing slope. Known C L

 ~~                                           , elevations may also be used to calculate slope.

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V-Cheng2 Notice 001 i QI-025 Rev. I

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5. Change paragraph 5.3.1 to read:
  • f 5.3.1 Elevation (2.a)

The following criteria shall be applied to all piping which has an "N-5" designation on the piping isometric and all Unit I e.nd Common ASME III class 1, 2, or 3 piping which was not included in the ASME III N-5 program. Verify that the CL elevation of all in-line valves is in accordance with the piping isometric drawing and that the orientation of instrument valves is per the piping isometric drawings. NOTE: Exact CL location of vent, drain, instrument, and sample root isolation valves is not required. However, the orientation shall be in accordance with the piping isometric drawing and the length of the pipe nipple shall be subject to the linear location tolerances. l

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      .    / )9.' 4 COMANCEE PE.8uT. RESPONSE TEL. -
    .                                                                              CEECKLIST POPULATION DESCRIPTION POP. NO. I-S-LBSR LARGE BORE PIPE SUPPORTS-RIGID DATE:      G- 2.G- 85 PAGE L of 2 REINSPECTION           d (Inspection Procedure QI-027)                                      UNIT:       1         2     I   I DOCUMENT REVIEW b                                                                           COMMON AREA           C EQUIPar.n MASK / TAG NO.                   EQUIP / SAMPLE DESCRIPTION I                                                                             VERITICATION PKG. NO.
                        <-m - o91 - dou .cer.x                      p yL 6o{I.. int                                  T 6 -L M Tt-#f.S no i y e VERIHCATION                                              REHARKS ATTRIBUTE                          ACCEPT        REJECT           DATE     (soecial instr. deviation no. etc.)

1 Identif1 cation $8 I T//.225I 2 Location and Oeientation Ne/f5 en= . ty1" m m.n_.sc;. 3 Configuratica A. Comocnents / f5 B. Materials N/A N/A For information only

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C. Installation 8f 9/ah5 i

                        'lD. Clearance                                     of            e/j/d        T.S- 44 5 R - 023             0 8. \

E. Grouting of l Baseolates N/A N/A Mode A S-T.t=~86 l 4 Bolting A. Engagement

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B. Surface Contact (

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C. Richmond ,

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Insert [\ l i D. Locking Devices / E. U-Boles ( , l l l ( F. Toroue G. Edge Distance i y N/A I y B/A I ( For infor: nation only H. Grout-In Anchors N/A ' h)/A M. at E_ g .u_-M 5 Piping Welds ' '

A. Location h3]A OfA - M.ge. u n.,2 ma

'. B. Size MTA P= . a. p._. . 4,/A , L._ s.u mc PREPARED Y DATE APPROVED BY DAIE APPROVED BT DATE J.2. DIScirLINE DGR.

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i ' r&#r V/ > r/u/ar REINSP. ENGR. SUPRV. (REVIEW TEAM N ER PROCESSED BY DATE AP VED DATE V w 9l1t.lnt . M $$85~ DI5cLPLINE ENGR. 4

  • LEKD DISCIPLINE ENGR.

USPECTED BY DATE POP. INSPECT. PROCED. APPROVED BY DATE GJt24 [NSPEuvR s.

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V ', . ' CCMANCEE PEAK RESPONSE TIME CHICKLIST POPULATION DESCRIPTION POP. NO. I-S-LESR DATE: (.,- 24,- 89 LARGE BORE PIPE SUPPORTS-RIGID' PAGE 2 of 2 RETNSPECTION 3 (Inspection Procedure QI-027) UNIT: 1 2 l l DOCUMENT REVIEW C C0tF.ON AREA Equtr.v. mil MARK / TAG NO. EQUIP / SAMPLE DESCR m AON VERITICATION PKG. NO. cit-oh- 4 2.-est.A T' t' NYT*"-T p}gg}ogh#~"

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VERITICATION REMARKS ATTRIBUTE ALG m REJECT DATE (scacial instr. deviatio.n no. etc.) C. Profile il/A M/A Q . a n_ k A-7/_ nc D. Reinforcement l i

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E. Undercut u= / F. Surface Condition ( G. Offsets  !

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E. Cracks / Fusion ( I. Welder ID g e i

6. Support Welds (NF)

A. Location Of 9/MJS B. Size MI/  % f5 C. Profile /df/  % 35 D. Retnforcement LUA M/d MO Au7falit/s G{/ %off 5 E. Undercut 16/ I

                                                                                                % /f51 F. Surface                  /f//                             %M6 C. Offsets                    A///L            #//9                           d a du v W ELJS     Cil/ 9//d/#5 H. Cracks / Fusion           (M                               f/mA5
      ,_,_                  .      I. Walder ID                  N/A                 O/A                          Ra     ha h . cso ve                  U- ML-m8'-
7. Concreta Expansion ' '

Anchors A. Si:e/ Number A1/A dA W M. U- St M n B. Enbed=ent Length! ' 1 i ' C. Bolt Scacing i l I

  ..                              D. Angularity                              I
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E. Concrete Dassite I T~~ Nut Engagement / Bearing

8. Component Support Catalog Items ,

A. Svav Struc ,

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B. Low Friction 1 Bearing Plate U y g a n. .4 e4

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                     ,            ,          COMAN GE PEAT. REEPCSEE TE.AP.
                                          ,               CliECKLIST POPULATION DESCRIPTION
                                                                                       ' PO?. NO.Z-M -SB,Ch DATE:

euset unor storve < nv veno n Tng e a r- - $  : 1 REINS?ECTION S UNIT: 1 U 2 W DOCUMENT REVIEW COMMON AREA EQUIPMENT MARK / TAG NO. EQUIP / SAMPLE DESCRIPTION VERIFICATION PKG. NO. B M g,$.-],; f g g SMA!.L ECRC P/P/MG ( CCMPC5&WTS &.M- M& - %L VERIFICATION RE". ARKS ATTRI3UTE ACCEPT REJECT DATE (soecial instr deviation no. etc.) I?2' 1-tT ES

1. Piping Orientation e
a. Component i Sequence WC. 927U
b. Centerline Elevation
c. N-S.E-U Location AtC. f.27 ES
d. Linear Dimensions //.:rc 9-27 M * '

f9.N."h 002 -M '

e. 3 ranch Connections A//).geg g a. A4rt SAkWAl od
f. Piping Clearances c 1-2s 6.s" 44rc y.27-6
g. Nominal Pipe Size /f;rc. 9.p 7.g
h. S10ye .

NA - COMPONENT Of SHowiY

i. Mechanical Joine OM ESOtff7R/C ~ .b %'T 8.5' Location gp-(cgpOMENY A/O7~S/E'WM O d E 5 0 M s 7 f / C - M l Z s- K ~

PREPARED BY DATE APPROVED BY DATE APPROVED BY DATE 3-4/m_ = 5 d-H sif ).) f &.- FM-ff j y g-- DISCIFDINE ENGR. REINSP. ENGR. SUPRV. // REVIEW TEAM LEADER PR E ED BY DATE APPROV Y D TE V y 7 Y E$ DISCIPLINE ENGR. IlEAD DISCIPLINE ENGR. INSPECTED BY DATE POP INSPECT. PROCED. APPROVED BY DATE N#. b 9-27-85 REv.: TE: E-//-rs IN5PECTOR LEAD INSPECTOR

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POPULATION DESCRIPTION POP. NO [-AI-OSCO DATE: 5".ALL BORE Pl?!NG COSFIGURATION  ? AGE.2 of "3 REINS?ECTION W UNIT: 1I I 2 I DOCUMENT REVIE*J l I CO.T.ON AREA b EQUIPMENT MARK / TAG NO.  ! EQUI?/ SAMPLE DESCRIPTION VERIFICATION PKO. 50. w-cs.z:Asvee SMfyggflyG z-n-seco -c42 i VERITICATION RD'. ARKS A m I3UTE ACLUI RIJECI l DATE (scecial insr.r. deviacion 30. etc.) {

2. Valves l 1

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a. Elevation A4C. 9 27-fS ,

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b. Stem Angle AQc, 9 p7,g
c. Valve Ident- g 9, ification No.
d. Flow Direction
3. Eccentric Reducers NA- CCN/#CN4'NT 'CTSNChd CAf .Z5CNE7~R/C - 7-2r.es-
a. Orientation
4. Bends gj.f,fpp y- y 3mg
                              , , g,g g,                                                                   .130.-           e'                 78af
b. Ovality
c. Buckling
5. Orifice / Flow NA-CC/1'/OvS' V7" NO /ONM Element Assemblies ON E8CN47#/C- P- X
a. Flange Tap -

Orientation

b. Location

! c. Identification , d. Flow Direction

6. Expansion Joints N4'- @ Aca/SA/7" #d7~ MNM
a. Identification CN .ZXoMA/C 1  ?-2T V
b. Tie Bars -
e. D4ssane f ann - - -
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       ,-                                                                                         CF.ECKLIST PCPULAT*0N DESCRIPTION POP. NO.Z-M.SSCh DAE:

SMALL 30RE PI?ING CONFICI.* RATION PACE 3 ef 3 REINS?ECTION b UNIT: 1U 2 IN I DOCUMENT RIVIE*w' I CO.50N AREA U EQUl? MENT MARK / TAG NO. EQUI?/ SAMPLE DESCRI?! ION VERITICATION FKG. NO.

                   ~lb-Zi A6 C9Q                                                   f$f VERIFICATION I-M-Seco - c62.

REMARKS A C I30TE At.CE..;'I l REJECT llDATE (scecial instr. deviation nc. etc.)

7. Sc euei lotncs NA-CCN)%AEW7* NC7*SYCsW
                                                                                                                                    'ex zscuernc - gth 9-zrc
a. Seal Welds
b. Tac ~r. Welds
c. Joint Sealant
8. Strainers pg.CGn9CSE'b7 gc7 &

y, yg ge7X/C-gffX

a. Identification Nuzcber l i
b. Flow Direction .
9. Moment Restraints NA - d*CNACN2WT 8 tNe/

0Al .Z3cWE*7X/C - F KEi"

a. Identification i
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                                                             *0MANCHE PEAK RESPONSE TEAM CNECKLIST                  6 POPULATION DESCRIPTION                                                             POP. No.1-5-PS7N TRT Issues-Pipe Supports in Room.77N,                                              DATE: 5 5 55 Sl2(al 6 pr l

l Safeguards Blds., Unit 1(ISAP VII.b.3) PACE 1 of 1 REINSPECTION UNIT: 1 2 b DOC 1 MENT REVIEW COMMON AREA l EQUIPMENT MARK / TAG No. EQUIP / SAMPLE DESCRIPTION VERIFICATION PKG. NO. ge .y, 406,+ igr 2.ssuEs. mM SawronG - 77d. PAGE OF T-S- Ps w- Cl4 l I4, . 543 g VERITICATION REMARKS ATTRIBUTE ACCEPT REJECT DATE (special instr. deviation no. etc.) i 1 Identification g geg65 l l 2 Pipe Clamp l Halves Parallel "## "#" "T N " *#N*"T # "I# 3 Spherical Bearing Cap ThicknessofIspacer=ld4 34 WO '$te ,sRS op. w +icoc s t 4 Snubber Adapter Plate Bolt Thread Engagement so A%4cr' ?I**' e e/2 2/es-N/A N/A Length 5 Load Pin & Load Bolt Locking Device us Fl"'/W Z Pb 7A - c I S- DR.I l f. PREP BY DATE APPROVED BY DATE APPROVED BY DATE

                          ' .                                              A_m A                  Si DISCIPLINE ENGR.                               REINSP. DGR. SUPRV.                    AK.EW TEAM LEADS '

PROCESSED BY VED B DATE DATE AP [ h To0y.' _ bl2(./ar ph$ e 8/ff/8f JDCI PLINE ENGR. 'r@ DISCIPLINE ENGa. INSPECTED BY DATE POP. INSPECT. PROCED. APPROVED BY ATE A4 / _d/4 8'28-8Y REY.: O DATE: 9-27-Ag INSP ECT.OR 2 . . . LEAD IRSPECTOR _ _ _ _ _ _ _ _ _ _ _ _ _ _ _-___._ __m___.________.--__

a e _. . i POPULATION DESCRIPTION TRT Issues-Pipe Supports in Room 77N, POP. HO.I-S-PS7N DATE: 8-6-85

  • Safeguards Bldg.. Unit I(ISAP VII.b.3) PAGE I of 1 .

REINSPECTION UNIT: I 2 l DOCUMENT REVIEW I - --l I I COMMON AREA EQUIPMENT MARK / TAG NO. EQUIP / SAMPLE DESCRIPTION VERIFICATION PKG. NO. d ( - l- 5 6 - @ /./ - 0 0 : 3 vnt mEs+#E SNu - N PAGE OF T- s - N+M

  • VERIFICATION REMARKS ATTRIB 11TE ACCEPT REJECT DATE (special instr. deviation no. etc.) '

1 Identification 2 Pipe Clamp Halves Parallel '[ p

                                                                                 /

f ,p p g j ,g y7. g y j g g [j 3 Spherical Bearing Cap

                                                                           /o/       -Thickness of I sgp p, = k,'
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                                                                              //f     1~~5#DN-023-DRW o.m.c~t Dc ~p 4 Snubber Adapter Plate Belt Thread Engagement Le.gth                                      N/A                           g, j,, yig dc,t-          cat S/> W 5 Load Pin & Load                                                 (9 Bolt Locking Device d'p' 11    .f*f-PEAJ& 7-M3 PREP              BY                     DATE      APPROVED BY               DATE       APPROVED BY          DATE Y<               a                          S 'l 05 DISCIPLINE ENGR.
                                                            & & A REINSP. ENGR. SUPRV.
                                                                                      #ll'/'B T AUbTIEW TEAM LEADER S/19k PROCESSED BY                               DATE       APPROVED BY              DATE       g u1 DISCIP(INE ENGRg Mh                      Y M kC..DC J tAbemu                 91A M
                                                 / /    (J.EAD DISCIPLI:iE ENGR.

3 DATE P INS ~ T. PROCED, APPR,0VED SY DATE A

1SPICTOR /

M 9 REV.: DATE:/ 2

                                                                                    / /         LEAD I:1SPECTOR
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a - e M A. - _ - POPULATION DESCRIPTION POP. NO.1-S-PS7N TRT Issues-Pipe Supports in Room 77N, DATE: 8-6-85 safemuseds Bldg. , Unit 1(ISAP VII.b.3) PAGE I of 1 , REINSPECTION UNIT: 1 2 O DOCUMENT REVIEW U COMMON AREA EQUIPMENT MARK, TAG NO. EQUIP / SAMPLE DESCRIPTION VERIFICATION PKG. NO. g.g.<,6,osi.l . ots. t.3 Tg 2.5%ES PIPC MPPORr$

  • 7M PAGE OF I - s - P57^J -d 2.8 VERIFICATION REMARKS AT*RIBUTEl ACCEPT REJECT DATE (soecial instr. deviation no. etc.)

1 Identification 2 Pipe Clamp Halves Paralle1 [ 9 f_p gpgg y/[gfy 3 Spherical Bearing Cap [ Thickness of I spacer /4 4 4 Snubber Adapter Plate Bolt Thread Engagecent NA Length fd A N8 ['dtf E '- ~

                                                                                                                    * '/' 7[D 5 Load Pin 6 Load                                           9 Bolt Locking Device                                         '

f ' I PREP y BY DATE APPROVED BY DATE APPROVED BY DATE W b~0~-- #l'7l65

                                                   &La                        "In/ag-NLlJ DISCIPLINE ENGR.

REINSP. ENGR. SUPRV. t/nks-PROCESSED BY AG'71EW TEAM LEF.)ER DATE APPROVED BY DATE g ' 1Att et 1/ f,4U h 9..M.b DISCLPLINE ENGR /, ' 9/4/6 I

                                         /

U EAD DISCIPLINE ENGR. rc I B DATE POP INSPECT. PROCED. APPROVED BY DATE 4 e /ff1/> _ItiSPECTORf

                                        / ff
                                      / /

R  : DATE[ ~ [ . L E.u) "I:15PECTOR 4 e *

        -         ^ * - '                            w_v      ,w..~l                     .M-r                 ou~m-W re -c
          .:       4
        .                                     COMANCNE PEAK RESPONSE TEAM
                                 ~

CNECKL'IST POPULATION DESCRIPTION PCP. NO.1-S-PS75 TRT Issues-Pipe Supports in Roos 77N. DATE: 8-6'-85 Safeguards 81d3.. Unit 1(ISAP VII.b.3) P, AGE 1 of 1 REINSPECTION , UNIT: 1b 2 b DOCUMENT REVIEW COMMON AREA O EQUIPMENTjMARK/ TAG NO. EQUIP / SAMPLE DESCRIPTION VERIPICATION PKG. NO. C5-1 o0 2. - o c - 2.

                                           "mm. m                                                   PAGE OF de NM
                                                                                                                         ~

VERITICATION 3dMAEKS ATTRIBUTE ACCEPT REJELT DATE (special instr. deviation no. etc.) 1 Identification 2 Pipe Clamp ,

                                                                      ,k/

Nalves Paralle! T 3 Spherical Bearing Cap. Thickness of I spacer = N6 kg Vg_ 4 Snubber Adaptg,r Plate Bolt 2f Thread Engagement Length 5 Load Pin & Load I Bolt Locking Device _ J_g_ pg7/tr- 66 08-/

                                                                                                 ~

PREP BY DATE APPROVE BY DATE APPRCV G BY DATE l N 1 l rY< 0

              - DISCIPLINE ENCR.
                                      #l'7l85    &REINSP.

dsunA ENGR. SUPRV.

                                                                                 *l"/Br                W ib1EW TEAM LEAD ER '

l l PROCESS E BY DATE AP OVE DATE ~g ' OAta/& 8, eAs/k %4 / san DIOCIPLINE ENGR.

                                                                          -     Mr$!er DI5C]rLINE ENGR (J         /

I"**2'TED BY DATE POP. PECT. PROCED. APPROV E By ATE 3, -y N REY.: D DATE: N4/M IN5PECTOR - LEAD INSPECTOR , L  :- - . . _ _ _ . __ ._ __l

          **        J COMANCHE PEAK RESPONSE TEAM CHECKLIST                          -

POPULATION DESCRIPTION POP. NO.1-5-PS7N TRT 1ssues-Pipe Supports in Room.77N, DATE " ' "" 8/M/um . l Safeguards Bldg. Unit 1(ISAP VII.b.3) PACE 1 of 1 REINSPECTION UNIT: 1 2 00CtstENT REVIEU COMION AREA EQUIPMENT MARE / TAC NO. EQUIP / SAMPLE DESCRIPTION VERIFICATION PKG. NO. g.,l,5 6. M S. e e 8)

  • 2 'Tay 1ssuts mM *A*Nu - N PACE OF T.S.PFN- M VERITICATION REMARKS ATTRIBUTE ACCEPT REJECT DATE [special instr. de.viation no. etc.)

A 9 1 Identification g h g 2nd y 2 P1pe Clamp A MT*U f # 'i~-S- PS 7Nt?I4Ybli' ~" W# Halves Parallel g g y.g n w-M 1. pp J s- "u w-se w+*~ ,A 1m 3SphericalBearingCah g 2g.g5 xT hickness of ( spacer v. = .a su 3 mr 4. 8 ppud f M% seu.kJ \ c.tske 4 $nubber Adapter . Plate Belt Thread Engagement H NA gA k ?lcdt. % gg,. Length 5 Load Pin & Load A fftS' pd T S F.5 1 N - N Y M 3 //ida1"' Bolt Locking Device g , c, r,:. n g,r g A - S$, k rw.,a* 11-!.;7 S 6 -c* 3 -C 09'2 QP 2 p, kbf o g H- ST- t- 3 6-043-o og-1 Ree 2.

  • g rg5 ,,g 7 .
                                                 ~

PREP BY DATE APPROVED BY DATE APPROVED BY DATE t 0 hhfwJ, If8'I Y DISCIPLIIE ENGR. RElpSP. ENGR. SUFRV. AK.EW TEAM LEAD S ' PtoCESSE) ST DATE APy 0VED JS DATE pf A any

           'mDIE IFLINE ENGR.

stu.tse //vrin & DISCIPLINE E4Ga. J0 e eist/sr INSPECTED ST DATE POP. INSPECT. PROCED. AP R ED BY DATE , Mrdh V f ~2'I' REY.: O 'DATE 2 2.2.P6

 --           _i_65P ECT.OR        ,                                     __

2 . LEAD. INSPECTOR _ _ _ _

r s .* i I

   -* ,                                           COMANCHE PEAK RESPONSE TEAM                                                                 f CHECKLIST POPULATION DESCRIPTION                                                           POP. NO.1-5-PS7N, TRT Issues-Pipe Supports in Room 77N,                                            DATE: 8-6-85 Safeguards Bldg. Unit 1(ISAP VII.b.3)                                            PACE I of 1 REINSPECTION                                                                     UNIT:    1             2 C DoctDIENT REVIEW                                                                 COMMON AREA          b EQUIPMENT MARK / TAG NO.              EQUIP / SAMPLE DESCRIPTION              VERIPICATION PKG. NO.

PAGE OF T-S- PSM- f 70 pp _.or,o col-M2.s rar 1swc5- met Suwoars - 77N VERITICATION REMARKS ATTRIBUTE ACCEPT REJECT DATE (special instr. deviation no. etc.) 1 Identification g . 2 Pipe Clamp f , Halves Parallel g g/A/f

  • 3 Spherical Bearing cap g Thickness of I spacer = [F N' M 'I M CO--*

4 Snubber Adapter Plate Bolt NA go Agfer ?lokf- % y22ps. Thread Engagement N i Length 5 Load Pin & Load Bolt Locking Device _. p ,

                                                                                                                                              )

i i l i ! I

DATE APPROVED BY DATE APPROVED BY DATE l PREP y BY DISCIPLINE DGR.

hhLe_4 REINSP. ENGR. SUPRV. lYAf KNIEW TEAM LEADER ' l PROCESSED BY DATE AP OVED B DATE [ M fL k DIsrgrLINE ENCR. ebybs- pd Joe oltz/w t ran DISCIPLINE ENCA. l INSPECTED BY DATE APPROVID SY DATE j POP. INSPECT.PROCEDq' r,u L 64 , GIY REV.: a DAIE: S//. / I 8 SPEC 70R - LE.\D INSPECTOR

 -          _ - _            ..-   _--- .       ..         _ . ~ . .                 -*...            . . . .       .-      . < . _ , . . . -

l I o

                                         ~

POPtnATION DESCRIPTION POP. NO.1-5-PS7N TRT Issues-Pipe Supports in Roos 77N. DATE: 8-6-85 Safeauards B143. Unit 1(ISAP VII.b.3) PACE 1 of 1 REINSPECTION UNIT: 1 2 b DOCUMENT REVIEW COMMON AREA b EQUIPMENT MARK / TAG NO. EQUIP / SAMPLE DESCRIPTION VERIFICATION PKG. NO. c,s.l-S6-M9 oz3-2.; vmmWC * - PAGE OF T - s- W -[g 7 VERIFICATION REMARKS ATTRIBUTE' ACCEPT REJECT DATE (special instr. deviation no. etc.) 1 Identification - 2 Pipe Clamp F ' 2 PT il*lSI Halves Parallel j4 A (40 7////<ss 3 Spherical Bearing Cap ' j Thickness of I spacer = [6 f Yn. i ./ i ', ' ' Buar t- c.t.-p 4 Snubber Adapter Plate Bolt Thread Engagement

  • d ennemeni levv3A c h'l- 6.

Length gA Me(d- me..wl cArf5 t-/a Q 3 5 Load Pin & Load Bolt Locking Device / /

                                                     , . .s-PREP         BY              DATE             APPROVED BY                      DATE         APPROVED BY                 DATE M           .,, & el'7/es                        mLa                                *Inisc        wLa                      c/ irk-
        --DISCIPLINE ENCR.                                   REINSP. ENCR. SUPRV.                          g WlEW TEAM LEADER            '

PROCESSED BY DAT APPROVED BY DATE 6Y 9 4% APT S/4 /bf [ b84, #2 C \TJf/c._f.,0.tiBees- $/4 /$- DISCIP4 FINE ENGR.0 L.4/EAD DISCIPLINE ENGR. INSP4CTED BY f / DATE POP. INSPECT. PROCED. AP ROVED BY D TE _7NSPECTOR '/ '/

                                                                .:         DATE: 8/

LEAD INSPECTOR b .

       "T.- f '.h. ^."? . 's , . H &          .

_ . _ ~ _. .. . ,. . . . .. . . , . .. . . ._= _ . --

1 COMANCHE PEAK RESPONSE TEAM nt 6.1 g, CRECELIST Rev. 0 - POPULATION DESC VERIFICAIION PKG NO. Piping Systen Bolted I-M-PSOM- 04 2. PAGE 1 0F 1 3aines/ Material - QUALITT MSTRUCTION QI-021 @ REINSPECTION @ UNIT 1 EQUIPMENT MARK / TAG NO. O nocuur=Tartou arvizv ==IT 2 l BRP-Sil-s 5-os zln t -

    . e-                                                                        TERIFICATION ACCEPT                 REJECT        DATE
1) Bolt / Screw / Cap Screw f' //f 'D('8 87"O Diameter
2) Nut Netght W I f/ U Y lIf/S// f 31 Bolt / Stud / Cap Screw Thread Engagement 6!8f 4A) Bolt / Stud / Cap Screw .

S7ad{ DFf3 (so T ~ h*( and Nut Material p ,.3 9g9 yg picy- _

48) Casket / Dielectric .

ggfj7 j g

                                                                                                                    ~
                                                                                                                  /]ctuil&&f & f ^4'AC4e4ds)
5) Flange Rating and Type f g. A fcv pg g gfg 4 (C
6) Bolted Joint M .

pgy, NN U A #4 '" Completeness i

7) Gasket Coverage 1 l

k .9 - l PREP BT APPROVED ST:- f'//-8$ YY M.7.DAs/** 4-65) DISCIPt'INFOCR( DATE LEAD OfSCIPLINE ENGR. DATE LusrEuas sY: APF30VED ST: h_g C)/g/K eLg un ,.  %

  • G *W LN uv.sava DATE ' LY AD W 5 P' :CT01 OATE

Attechnent 6.4

       .-                                                                                                                                          QI-021 Rev. 0 Page't of 1 PIPING SYSTEM BOLTED                                                                                                                     .

JOINTS / MATERIAL I-M-PBOM , VERIFICATION PACKAGE NO. I-M-PBOM- 04 2. EQUIPMENT MARK / TAC NO. EQ9 6I-l-66 Of L ,!Ft.. / NEAT NUMBER / MATERIAL TRACEABILITI RECORD 1 POR BOLTING AND NUTS I

  • BOLT / STUD / CAP
  • NUTS HEAT NUMBER OR SCREW HEAT NUMBER OR MATERIAL TRACEABILITY MATERIAL TRACEABILITY NUMBER OR OTHER MARKINGS NUMBER OR OTHER MARKINGS SIZE -

1 inch diameter or less - Larger 1 inch than / f/ 65 t/xj2)ff/) J/vi MAiryd//f /${t # diameter ' nf43 MO7 Td Df942 . f/// f//) 0/A f /M/4'f&J 9/NW

  • Furnished by the QA/QC Inspector
                                                                                  ~~    '

W n>- INSPECTOR , W WiC J ' DATE 9

                                                                                .      1 W=                     :--        ..         , ,, ea r , - - -     ..eo--- -- -
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I 4 i Attachnsnt 6.6  ! Q1-021 Rev. 0 Page 1 of 1 VERIFICATION PACKAGE NO. I-M PROM- 04/2 , , 1 INSPECTION TOOLS USED  ; ATTRIBUTE TOOL CODE SERIAL N0/ CALIBRATION DUE DATE

1) Measure bolt diameter or
  • dimensions across the flats of the bolt / cap screw head or nut $d #4 [Eh15e 467 //r0J) -

21 Nut hetghe 5A WA %uAw orsob s l l l e a et

                                                        " '.      ' ihSPECTOR                DATE l

l l

      <   <w .r-%                                                                                                                                - - - _ . . . _,
                     ,                               , COM.aMME PEAT RESPOSSI TEA *.
                  ,                                                                    CHECKLIST POPUL.ATION DESCRIPTION                                                                                       POP. NO.Z-M -Sg[O DATE:

eus,i unor otorvc tnwetcana-tng once t s , REINSPECTION UNIT *- 1 2 DOCUMENT REVIEW COMMON AREA 1 EQUlP."J.NI MARK / TAG NO. EQUIP / SAMPLE DESCRIPTION VERIFICATION PKG. NO. ' S M A!. 50kE' Pip /MG BR P - WA x-A8-096 f l0' MPONEN'TS I- M- S8CO - c7/0 VERIFICATION RdARKS ATTRIBUTE ACCEPT RE. JECT DATE (snecial instr. deviation no. etc.) c)

                                                                                                   ~
1. Piping Orientation
a. Component kO7 7-4-T5 Sequence
b. Centerline Oy 9.jj.<35 ,02 3.M.38co -mo-D2
  • Elevation ALL he'f"****% M AAt on ACO'ff
                                                                                                                  'Td. } 02 9~ 95 i'

c . N- S . E 'a' Location 93 y)'

d. Linear Di=ensions 03 7-6-15
e. 3 ranch Connections 07 7-4~U
                     '. Piping Clearances                                        D'il            7'                                                       9  '
g. Nominal Pipe Si:e OU 3*S~II
h. Slope NA - COWONSY NS? S ~#
i. Mechanic 11 Joint ON ESOME7RIC ~ N*b "i'ClO Location yp- CcgpcMEN7~NOT5/CWM CN HM&TsC'/C -hD 8 2D'BS~

Age-se-45 s m sl& sh dbd; celuw ataw PREPARED BY DATE APPROVED BY DATE APPROVED BY ._ DATE s'T 2 J g :_ e m ' 8- H~ As~ ).) f ff46.- Ftil-fJ~  :}Q. y .. DISCIPLINE ENGR. REINSP. ENGR. SUPRV. [/ REVIEW TEAM LEADER -

                                                                                                                                                                                  ; y. ,-

PR0 cts ED BY DATE ' JP VED B - D TE U gj.'q- :;.3 . ; O c. 3, t ,

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                       ,,~p }l                     ?.
  • A
                                                                                                                                 '"~ %'-' % 2 ?i~$ % W ? yQf:;^ 

DISCIPLINE ENGR. ' LEAD DISCIPLINE ENGR. "*'- ":

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q I~ 7 - - gNSPECTOR *e.sm m -" -e- +2 m *H_wm&:.- - LEAD-INSPECTOR N  ; i . . .

                                                                                                 . . . . . . , ,. . . . , . ,, wp.* ;r , -                  >.'.y
                                                                                                                                                                                               -l W MEEWSIGM W_
      ..,._m..                                   .               _ _ _ _ . , . . . .                         .. ...                                                                        ~
    ,   .[ . L COMANCF.E PDJ. RESPONSE TEAM .

CET.CK:.IST POPULATION DESCRIPTION POP. NO. I-M.S6 O DATE: SW.ALL BORE PIPING CONFIGURATION PAGE 2 of 3 REINSPECTION b UNIT: 1U 2 U DOCUMENT REVIEk' U CO.T.ON AREA EQUIPMENT MARK / TAG NO. EQUIP / SAMPLE DESCRIPTION VERIFICATION PKG. 50. BRP- WA;x-- Ad-096 SMnLL BORE Pip /dG

                                                                           / CCMMMEW73                                                               Z-M-38CO - 0/0 VERIFICATION                                                                                    REMARKS N!" RIBUTE                                       AG ~.FI                    REJ ECT r                                                         DATE   (sDecial instr. deviation no. etc.)
2. Valves
a. Elevation 09 i'lM
b. Stem Angle 07 -C-T5
c. Valve Ident- g*y 9.g 43 ification No.
d. Flow Direction ho7 7-4'f5 a
3. Eccentric Reducers N4- CCA/#CNEAT ATTS/shM CN 15cMETA/C -/J$iD 8-20-87
a. Orientation 4 Bends '

g jg

a. Radius
                                                                                                                                        .,,,,,jmp,g . h5 e v"W       g
b. Ovality
c. Buckling
5. Ortfice/Flov NA-CCtffQQW7 NO7~ WN' Elenent Asseablies ON ISCWE'7Y/6- E /' N 63-~
a. Flange Tap Orientation
b. Location
c. Identification I

l d. Flow Direction (

6. Expansion Joints u '.

gg.@gggy Arcy Cd Z~ SONE 7AlC -

                                                                                                                                                                                                             . WW
a. Identification . . .- ' ~ " '
                                                                                                                                                                                                                                                        .~
d.i;.

_ , - ; V.Q:. ;: fy '>.% -f>ir .ljy;;:Q[? - j ,,

               'b.1.Tia, Bars .- ..                              .. _                2h ,.c                                                                                                                                                                        ,

s,r . L.g.3.~... Q-4. _ ghgy

s. .
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c ( n {ong .- __ - ----

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  • )

COM.ANCHE PEAK RESPCNSE TEAM CHECKLIST 1 i POPt.*LATION DESCRIPTION ' POP. NO.Z- M . S B C O DATE: SMALL BORE PIPING CON 71CURATION PAGE 3 of 3 l REINSPECTION b UNIT: 1U 2 U DOCW.E'.*T REVIEW U COMMON AREA EQUITMENT MARK / TAG NO. EQUIP /SAMPLZ DESCRIPTION VERIFICATION PKG. NO. W ~ S ~ X -~ W A ** N 6 NA ll 3.pf.$g g - C/C VERIFICATION R&aMKS A*I"'RI3UTE ALCtFI REJ ECT iiDATE.(snecial instr. deviation no. etc.)

7. Screwed Joints NA-CC'NNAE'A'T NC7",~6#*4~ -

CM :ZSCHETA'/C ~ .

a. Seal Welds
b. Tack Welds
c. Joint Sealant
8. Strainers NA- CGMPCh'E'b7 JVb r SA'C vd
a. Identification CM.Z3CW M /C-Afb O)W2f Nu=ber
b. Flow Direction
9. Moment Restraints A*A - CC N ACA S T N O7~ emv[

CA! Z3CHE7A"/C '

  • d
a. Identification yhg_
                                                                                                                    .,.,4*'

e h 4 O. ** * * *

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COMANCHE FEAE RESPONSE TEAM nt 6.1 CEECKLIST Rev. 0 POPULATION DESC VERIFICA'IION PKG NO. Piping Systen Bolted I-M-PBOM- g f FACE 1 0F 1

                     .feines/ Material QUALITY USTRUCTION                                                                          ,

QI-021 @ REINS?ECTION UNIT 1 l EQUIPMENT MARK / TAG NO. DOCUMENTATION REVIEli UNIT 2 CC-hf8- 40/ // f , COMHON VERIFICATION ACCEPT REJECT DATE

1) Bolt / Screw / Cap Screw g.7- 9.jg.gs-Diameter
                                     .                                                        M/A   CAP      .s cR6wS pf)4.t              +W
2) Nut Height
3) Bolt / Stud / Cap Screv
                                                                                              &     cap Sc.A?do 1 4

[pv'l Thread Engagement

!                  4A) Bolt / Stud / Cap Screw         g;,r-                     f./f-W and Nut Material
48) Casket / Dielectric gg 7 M gr ,

Type

5) Flange Rating and Type k6, T p .k f l
6) Bolted Joint p g .y3-  ;

Cocpleteness

7) Casket Coverage g(py-- 9-/2-M t

i i 4 j - 4 , PREP 5- APPROVED BT:- j r 9- {-j:?S* hx,.Tpw 7*3~ Ze ' f DISCIPL' intMGW DATE LEAD DISCIPLINE ENGR. DATE LN5FE4&as BY: APPROVED SY-

                                                   %-l'3 -8T             :                     '                      YY~

hm g m_. LN3FELAva DATE LEAD INSFECTOR / DATE

l . ~ 2

           .                                                                                                Attachment 6.4 QI-021 Rev. 0 Page 1 of 1 PIPING SYSTEM BOLTED                                                        -

JOINTS / MATERIAL I-M-PBOM - j VERIFICATIONPACKAGENO.I-M-PSOM-CY/ EQUIPMENT MARK / TAG NO. M-CC -/ - #7-24/ // -f HEAT NUMBER / MATERIAL TRACEABILITI RECORD

                                                                                    \

POR BOLTING AND NUTS i

,
  • BOLT / STUD / CAP
  • NUTS HEAT NUMBER OR SCREW HEAT NUMBER OR MATERIAL TRACEABILITY
MATERIAL TRACEABILITY NUMBER OR OTHER MARKINGS NUMBER OR OTHER MARKINGS f SIZE L3 7 7/3
 ,                                     1 inch
 !                                     diameter           08 *35~

or less

,                                                  CAP SC$dV J" Larger than I inch i                                      diameter i

i l

  • Furnished by the QA/QC Inspector 4

i i I t l 4 8 7 L INSPECTOR DATE s 1, 1 l L; rvr_

  • s " - ~ . r **

_ s ~.W. - =*m*sr -- ~, 75, , ryTp ,q- _ w1 R*m__**__

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  • Attachsant 6.6
                     .                                                                                                                         QI-021 t       ,                                                                                                                                     Rev. 0
 }                                                                                                                                             Page 1 of I

~; VERIFICATION PACKAGE NO. I-M PROM-dk/ . 'I

 !                                                                             INSPECTION TOOLS USED
~

ATTRIBUTE TOOL CODE SERIAL N0/ CALIBRATION DUE DATE d

  • u I
1) Measure bolt diameter or
  • l dimetisions across the flats of the bolt / cap i screw head or nut 3(

I $ 2) Nut height N/A e e a MvM INSPECTOR wm-DATE ) i l ?p - 4 & L.,. _.

, ~ . . . - . . . - . . . . _ .-..~. ..= . .~.-. . --.

         . .g.         a.

h ,,,9. . , '- -

,                                                                         COMANCHE ?EAK RESPCNSE IIA..

CHECILIST p . POPULATION DESCRIPTION POP. NO. I-S-LBSR j DATE: G- 7 G. 55 LARGE BORE PIPE SUPPORTS-RIGID- PAGE 1 of 2 i E REINSPECTION U (Inspection Procedure QI-027) UNIT: 1 2 l l DOCUMENT REVIEW I I COMMON AREA C EQUIP!iENT MARK / TAG NO. EQUIP / SAMPLE DESC3.IPTION VERIFICATION PKG. NO. _e T1.= y- 4%-c5tIL p ye. S u q\ .wt I.- $- LBs? -041 oscF 1 nF T VERI?ICATION REMARKS j ATTRIBUTE ACCEPT REJECT l DATE (soecial inser. deviation no. etc.) 1 Identification 1% ' hM . 4 2 Location and , / f '?/'M

                                                                                                                       '- " - " ' W-)/

r c c.tco_nn 1 e "

                                                                                                                                                                   /

yfE.b, , Orientation _

                                                                            ',                            %-M                    en= . 2.W" 3 Configuration G "~Q                                                m o ss p o. m 1 v r~'* *1 h>o *
  • v e l nau.e.cu.w to .%.

A. Comoonents M3 1 .s M N(.h a S t . A.m "!- i + M B. Materials NYe N/A l For information oniv o C. Installation >W 3 <, 25

  • D. Clearance M 7 ,, .W E. Grouting of ,

Baseolates D(GG 9. ,, M 4 Bolting Y l j A. Engagement ,k'8= '5 ,, -M l

 .                        B. Surface                             \ .                                                                                                   ./ ,.         -

M Contact 9.,, R , l ' "* / i C. Richmond M FW l Sgt.h5-Okl-D{-6 [, g% r Insert MN ,y r- ~ - - v.woed , D. Locking %M^9- # "' i Devices l'd " V':

 $                        E. U-Bolts                          w /A                   N/A                                     Mo oc.          L*. B rs f5

[ F. Torcue 9/A l g/A t I Wog m. p.ts.es f G. Edge Distance N/A N/A For inrarmation only , H. Grout-In Anchors N/A W/A Q o.M., & B la 96 5 Piping Welds  ! 3"

 ~

A. Location f i' B. Size 4 y', Mh (/n N . . . _ J :_ O _ __ - g

                                                                                                                                                                             ; ; 20 i                                                                             s-wes                                $ts'i f( T - f1 H 4 <,Ases..ar. %.**.9fns. g.p t gT-b f                        PREPARED BT                   DATE                   APPROVED BY                              DATE               APPROVE BY                          DATE      / '[

A n'<rr LX/ J ha i f DISCIPLINE EN';R. sloles I d b/h. REINSP. ENGR. SUPRV. / REVIEW TEAM LEADER

                                                                                                                                                                                                 \

PROCESSED BY DATE APPRAVED BY p ' TE t/ d k.m DISC 11LINE ENGR. a.za.m LEAD DISCIPLINE ENGR. ag M M f f( #/d- f ) Y ' p' DATE?'is- POP. INSPECT. PROCED. 5~

  • INSPEGIED APOR - D
                                                       'q g                        Q ,1 - J L.'?                                                                              Y/

l: 9A 7/w RIV.: C D ATE S- P.- 3 T { INSPEQt0R~ %Q a Am gj//y fg, ,j,4pAal / LEAD INSPEC"r0R e lytite a : CQT-0AI-03p1 1/nyc

                                                                                            ~
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V. p 6/85 . -

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COMANCHE PEAK RESPONSE TE.L CHICKLIST I POPUI.ATION DESCRIPTION POP. NO. I-S-1,3SR r DATE: G-2.0-85 LARGE BORE PIPE SUPPORTS-RIGID' PAGE 2 of 2 REINSPECTION l_Il (Inspection Procedure QI-027) UNIT: lZ 2 l l DOCUMENT REVIEW l I . COMMON AREA C EQUIPMENT MARK / TAG NO. EQUIP / SAMPLE DESCRIPTION VERIFICATION PKG. NO. 4.'Tuo5,5r4'M - c.StA sp& 6 ov7osT. T. '5- L t:rt:2 -04"I PAGE*t0F t j VERIFICATION RDdlRES ATTRI3UTE AL.G..FI i RE. JECT DATE (snecial instr. deviation no. etc.) a X.tm.96 C. Proitle AIl1 .s,;, P ^!w Y1h{ v:1 % ' = *:h : ^ ~ 22 - - - - D. Reinforcement ust

                                                                  ' ute,                      u s h -        v; strs 3 ho/,,re E. Undercut                    WW                       9/ .yt            u=                      V F. Surface Condition           M                        't     ;-

' G. Offsets i Wh u w uo 9 3' j) ? P5 WS i ,Wi R. Cracks / Fusion S&A S. . -J e C , I. Welder ID M R b e Q5% ,, is 1,. .g; '? o 1- 3$

                                                           ~

B. Size h v. w -r-s_ LRSP-cy.97 - ht % '?. C. Profile WWC q. ii Rx D. Reinforcement 1%' WIA

   !                  E. Undercut                   Gi% i                      F\o esl        nn V t o - de Geh      M~ 'It..lIs :-

c F. Surface  %').- 9 i, ter G. Offsets W7h* "iA ' .. w e k t s - Q ,e A c A f w -7 t.: W I H. Cracks / Fusion ~ Wma - 4. 25 \_ ' ' I. Welder ID M/A w/& L a. M s:o. C a t.r v. A-ze.Bb i 7. Concrete Expansion * ' Anchors A. Size /Num'er o Ch ' . P-

3. E=ced=ent LengthI A M ' NM C. Bolt Soacine -23kl P v.s '

D. Angularitr 4h 0-

                                                                                      'd5 E. Concrete Damage            AM                          2 u n<
   !                  F. Nut Engagement /             '

Bearing k ph 9o%

8. Component Support A Catalog Items 91.e. S//f U 7/,kT A. Sway Strut hk N 1- l' ' M-O 3 1 B. Low Friction  !

i Bearing Place N/A NN/A N* n h B.2.6 65 1 t I

                                                                                                                                                  .5+.
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                                                                                                          ~' .          Ja 7 'm .

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L $ ' ' l *, COM.GCEF ?E.G PISPCNSE IEL. l* 4 CEECILIST t ,. 4. I f.TN L POPULATION DESCRIPTION POP. NO. I-S-L3SR - {l DATE: ( -7( - 86 LARGE BORE PIPE SUPPORTS-RIGID PAGE 1 of 2 REINSPECTION O (Inspection Procedure QI-027) UNIT: 1 2 l I i. DOCUMENT REVIEW I l COMMON AREA l l l EO,UIP.6 MARK / TAG NO. EQUIP / SAMPLE DESCRIPTION VERIFICATION PKG. NO. j An-asy424 estA. I. Les? -o41

                                                                                                                                                          ~

yiye. S aepowr L oacy 1 05' t e VERITICATION i REMARKS ATTRIBUTE {I ACCE?T l REJECT l DATE ksoecial instr. deviation no. etc.) i l Identification [Dl N-B M . [ Of %'I 2 2 Location and Orientation d ', ~ r c .mec'_rw t -

                                                                                               """"WL
                                                                                                                                               '%)    b 9.u-26          en= . t.l d 3 Configuration                         Q *-Q A. Comconents B. Materiais M                        So M i Nh9 i N/A               I                 For infor=ation only C. Installation                  ih% i                    13 W D. Clearance                      CfI's .       l          R.n E      I E. Grouting of                      V Baseolates                    M                          S e,-eT 4 Bolting A. Engagement                     Ds                        % 5M B. surface                       ,Q                                                                                  7,, ., jf' Contact                                                  R.n M                                         i
 +

C. Richmond M 1-S,,t.fE R-0 TI-D$ $ L g m Insert D. Locking MI ,_Y % gg '- -

                                                                                                                       ~ ~ ' ' ~ v, wo-s6 _

9% ' - c' Devices ~N . [4' M

  • E. U-Bolts 'W7A T/A Mo cc. k. e to SS h F. Torcue W/A I M/A I l Wo u h A te es i G. Edge Distance i N/A i N/A i l For infornation oniv

{ 'd. Grout-In Anchors i W/A ' 9/A l Qe ce. & B 7.8 % j 5 Piping Welds i A. Location / i B. Size -eMe /Jh 4/n/4( . -a 27

                                                                     ,- u                         S aSM   .. tunks. t u A psaes    '2 ,_.'....a. w ne.c       7 PREPARED ST                  DATE            APPROVED BY                    DATE            APPROVED Y                      DATE             [

A DISCIPLINE ENGR. si,alesAj/2ik.- TWrr i%/ J h* I d REINSP. ENGR. SUPRV. / REVIEW TEAM L N ER k PROCESSED BY DATE TE t/ APP VED BY g h ._ k.. DISCL? TINE ~ ENGR. a.zg.m , es g LEAD DISCIPLINE ENGR. INSPE DATE POP. INSPECT. PROCED. E 3 APDROVED BY i Sh C).T. - OM 9Ag //r. s- REV.: D DATE.S-N -%S' - INSP EQt0R~'IB,b.n.+. 3 Aun efffy' y. A pAf/ LF.AD INSPECTOR Ed])/d v ' h 4/s7/4C CQF-0AI-0 3 t , 6/35 - -

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COMANCHE PEAK RESPONSE TI.k

                                                                              ,      CHECILIST POPULATION DESCRIPTION                                                                          POP. NO.'I-S-L35V.

DATE: G "lG-85 LARGE BORE PIPE SUPPORTS-RIGID PAGE 2 of 2 REINSPECTION I Yl (Inspection Procedure QI-027) UNIT: 1l X l 2 l l DOCUMENT REVIEW I I COMMON AREA C EQUIP.". INT MAltK/ TAG NO. EQUIP / SAMPLE DESCII? TION VERIFICATION PKG. NO. 4.71.o.5I-4*M..c.57 *. pe. 6 o p c1L.T. T. 5- \ bf.62 - 04'l PAGE70F~2. VERIIICATION l g awes A M I3UTE AL.Cf.H I RE!ECT DATEl(scecial ins r. deviation no. etc.) b(d [ .%t m e5 C. Profile 4ll1f u dhe. /[ T-cc 1 E 1 'M u eM2% D. Reinforcement ug '

                                                                           ' ufA                    s h e u f a t n 3 h e/,,/5 5 P

E. Undercut M P/ .g u= __ V F. Surface Condition: M l% 25 < G. Offsets l M o la l 19o 5 timO e b 5 % c l "/"/ M E. Cracks / Fusion W+A l..,-358 C I. Lielder ID M C -.- W M L%e Mi f

                                                            '                        ~
                           ,            e                                                n-.s -25                                         4 IT* S'I
                                                                     ~

B. Si:e h 9.w as -r-S ms1E'-ot.t: l - hb ~K, % C. Profile hv 9 t t-ar D. Reinforcement LM 4h t e V(iTT WoM GJ&h 9/..I W E. Undercut (IN% l FA65es! D~ o. F. Surface h  %. -s r G. Offsets sn wh* "lA ,%e h k(xvT \do \Ar h 9 / u l '2t _ H. Cracks / Fusion  %  % -sr M ' ' I. Welder ID M/A w/& L a. Mco. Cow V- e ze 84

7. Concrete Expansion ' '

Anchors A. Size / Number h *tM

3. Enbednent Length t h ' P..~ a 51 C. Bolt Seacing hl P.u-2s D. Angular 1tv h G.-u4s5 E. Concrete Damage BM' 9-st 25 F. Nut Engagement /

Bearing NM 9-at -tes

8. Component Support M Catalog Items 2 IM.

A. Svav Strut d  %[U I-5-O R-OU~#~ 3 B. Low Friction NNA Bearing Place- N/A / N* ws. h S.16 85 ~ C0F-0, AI-00 3. la 6/85 -

                                 , - . -        . . - -        . -- ;- -.-          ; - . .. g        .,   . . - .             -.                   .   ---

l  : - I i 1 . i

 ,                  QA/QC-RT-491 Page 2

}

13. Brown and Root Construction Procedure CP-CPM 13.1, Rev. 8. " General Calibration Procedure".

1-i

  • l The specific sources for attributes which are included are shown in Attachment
                   ..gn ,

There were no attributes which were excluded or for which there is alternate 1, accept / reject criteria. ? Prepared by: [d (AA/QC Discipline Eng%eer l Approved by: Mr - m +t QA/qC Lead Discipline 'ingineer L s I lW I' / W '^ i QA/QC Engineering Supervisor

)

(c: ERC File l - f RHB/rr t

                                                                                        +                                                              ,

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m e. -s.-~ sm-_ w

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              *.,                                                                                                      QA/QC-RT-491
                                                                                 ~

Page 1 of 1 4 1 t ATTACHMENT "A"

!                                              LARGE BORE PIPE SUPPORTS - NON-RIGID POPULATION LIST OF SOURCE DOCUMENTS FOR EACH ATTRIBUTE l

Attribute Source *

1. Suppor't Package
2. Drawing Revision B&R QI-QAP-11.1-28, Rev. 31. Para 3.1.2.2
3. Support Package Review B&R QI-QAP-11.1-28. Rev. 31. Para.2.4
4. Inspector Certification B&R QI-QAP-11.1-28. Rev. 31, Para 3.1.1.3 ASME Section III, Para. NB-5111 & NF-5111 1974 Edition with applied addenda through DCA's '

B&R QI-QAP-2.01, Rev.11 " Personnel training and qualification"

5. Heat. Numbers B&R QI-QAP-11.1-28, Rev. 31, Para.3.2.1.4
6. Welding A. Procedure Application ASME'Section III, 1974 ED. w/ applied addenda i

through DCA's Para.N3-4321 & NF-4321 B. Weld Metal Traceability ASME Section III, 1974 ED. w/ applied addenda through DCA's Para.NB-2400 & NF-2400 C. Welder Qualifications ASME Section III, 1974 ED. w/ applied addenda through DCA's Para.NB-4321, NB-4322, NF-4321 and NF-4322. D. Procedure ASME Section III, 1974 ED. w/ applied addenda Qualifications through DCA's Para.NB-4321 & NF-4321 E. Impact Tests ASME Section III, 1974 ED. v/ applied addenda through DCA's Para.NB-2311 & NF-2311 F. Heat Treatment ASME Section III, 1974 ED. w/ applied addenda through DCA's Para.NB-4622 & NF-4622 G. Hold Points B&R QI-QAP-11.1-28, Rev. 31

7. Concrete Expansion Anchors A. Hilti Bolt Torque B&R Procedure CEI-20, Rev.9 " Installation of Hilti Bolts" B. Bolt Spacing B&R Procedure CEI-20, Rev.9 " Installation of Hilti Bolts" C. Rework B&R Procedure CEI-20, Rev.9 " Installation of Hilti Bolts" D. Hole Drilling B&R Procedure CEI-20. Rev.9 " Installation of Hilti Bolts" E. Setting B&R Procedure CEI-20, Rev.9 " Installation of Hilti Bolts"
8. NDE Documentation B&R QI-QAP-11.1-28, Rev. 31  !,
9. Specific Itema '  !

A. Torque B&R CP-CPM-9.10, Rev. 14 B&R QI-QAP-11.1-28, Rev. 31 B. Spring Can Setting B&R CP-CPM-9.10A, Rev.0, Para.5.0 i C. Snubber Adapter Thread B&R CP-CPM-7.3B, Rev. O, Para 6.3.1 ) Engagement i D. Snubber Stroke B&R CP-CPM-9.10A, Rev.0 Para 3.6

                                             ~

Attribute

                     .may             may be be listed.        delineated in several source documents, but only one source                                  '
                                                                                   .                 c               -    , ,                 ~
                                                                                                           . , , .        }';(D               ~
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                                                                   *N'*"~~              - J-
                                                                                                                                             ^ g'3 Gibbs S Hill. Inc.

RECEIVED

                       - = .                                                          AUG 0 71985 11 Pem Plaza Texas mes Generahng D.

2Y7NN3 Teien: CESES Engineering Div. Domeste 127636/968694 . Intemat.onat 428813/234475 ' g A Dravo Company -TJ Orge popp}well

                                                          ,-                                                                    Merritt
                                                                                     - f. . ,

Mochiman Q

                                                                           '" ;.                     July 24, 1985              Hall               Finneran if     ,
  • j, p. g lotti Hooton pg c d.. Calder West 0
  • ng Harrison GTN- 0336 f.\ d2 -
                                                                      %-              #        Q.'.                             Strange            Ruimerman TexasUtilitiesGenerakngCompasrf"                                                                         MUdd*"             r             w Post Office Box 1002                                                                                                        = e --"

Glen Rose, Texas 76043 N Attention: Mr. J. B. George (Wh-

                                                                                                                                 #//// m ^/ (C'"' D R. BAKER Youru;biood        Fit.E Vice Pres 2. dent / Pro],ect Gen. Manager Gentlemen:

TEXAS UTILITIES GENERATING COMPANY ( COMANCHE PEAK STEAM ELECTRIC STATION , G&H PROJECT NO. 2323 CONTROL BOARD SEPARATION i TRT ITEM I.b.1 Attached is Revisio'n ~1 of- the- control board and vertical panel internal wiring separation analysis. Please note that the tables, reports and correspondence referenced in Appendices A through D are not being retransmitted. Please refer to Draft 2 (January 18, 1985) of the analysis for these att.achments . This revised analysis is concurrently being sent to design review and we will advise when the review is complete. Very truly yours, GIBBS & HILL, Inc. REBa-AMR-yP cvf R. E. Ballard h

  • Enclosure Director of Projects ,

cc: ARMS (B&R Site) OL W. I. Vcgelsang (TUSI Site) IL + lA M. B. Jones (Columbia, SC) lL + lA o, v7 pgA-86'M

                                           -                                                   :                                                           A/40
  - . _ _ .              _..                 . . . _ . . . .        . _ . . . . .         _.~.         _ - . _ - - - - ._. ~

l

        ,'                         Control Board and Vertical Panel Internal Wiring Separation
                    .~   ,

i .

1. Introduction i

This analysis is intended to show the adequacy of Servicair flexible metallic conduit as a barrier between redundant wiring 1'n the control boards and control room vertical

 ,             panels (hereafter referred to as control panels).

IEEE sta'ndards 384-1974 and 420-1973 define requirements for electrical separation between wiring of redundant safety-related or safety-related and non safety-related trains inside control panels. Additional requirements are provided in NRC Regulatory Guide 1.75 (1975). While the preferred method of providing electrical separation is by locating redundant devices physically apart er on separate panels, human factors and operator interface considerations often dictate arrangements which result in reduced physical separation (e.g. dual train hand switches). In such instances, barriers are of t-en required to satisfy separation requirements. ( i Although IEE2-420 identifies metallic conduit as an acceptable barrier where 6-inch air separation cannot be maintained, it makes no distinction between conduits of rigid or flexible _ construction. Ona area where providing rigid conduits and barriers or a 6-inch air space has not been feasible pertains to the prefabricated multi-conductor I wiring to the hand switch codules in the control panels. l This cabling has been installed with sufficient slack to 1 permit removal of the switch modules from the front panel for maintenance, testing or adjustment. :n order to retain these module serviceability and accessibility features, k Servicair flexible ce:all_ c condui; Ferre-Clad :FC-??-II) and Stainless Steel (33-63-ZZ) have been utill ed as tne barrier where required (5).

2. Discussion A. General 5* The control boards can basically be divided into. 4 sections (see Figure 1):

A. Control switch modules - for cotors, switchgear and solenoid valves B. Instrument controllers - Flow, pressure, level control, etc. (may include itens from "A" above) 1 Oc - - m ----rrme_. -7__.

                                                  ,. ,7 7 , -   y,      .

1 C. Motoro, indicators, recorders, CRT and monitor lights 4 A y y I D. Annunciator l hO

                                         .                           C i

! / A 8 Figure 1 Control Board Side View Wiring to devices in Sections A and B is rodular prefabricated plug-in type which ter=inates on the varicus hand switch codules. Also located .in. Section A is an amplifier box associated with each,page/ party telephone mounted on the control board and jacks f.or the sound-powered telephone system. Wiring in Section C is predominantly by the control board canufacturer and 6" separation or rigid barriers have been provided where required. Wiring in Section D is also codular, containing a single j tulti-conductor prefabricated cable which supplies ~2dV power I 50 each annunciator light bcz. The vertical panels are i sicilar in design except .f or lack Of the benchbcard secti:r. recorde rs , CRC and toni;c,r ligh;s. Since the flexible conduit is used~tostly to resolve separation difficulties between switch module wiring, a detailed review has been made of these circuits (see Appendix A). The review is intended to verify that where I flexible conduit has been utilized to maintain sepafacion, the cables involved have adequate short circuit and

 ,                  overcurrent protection and they are either non-combustible c-               or have insufficient energy available in the circuit for
                    -electrical ignition. Thus, the function of the flexible                         '

conduit is to provide an extra margin of protection as opposed to directly limiting the potential damage to Class i 13 systems to an acceptable level. Redundant circuits meeti~ng these require =ents which are each enclosed in flexible conduit should therefore not require additional separation. e e N-' & Deump. --

                                                             ^**-                              m gww <"-'   "   **F-' .       ,     ,

i  : . I Since it is impractical to perform such a review for all i other circuits in the control panels, an inspection criteria f has been developed for this purpose. The criteria is e formulated on the basis of separation requirements in . l IEEE-384. The standard requires a minimum 1" air space (horizontally or vertically) between covered trays of ( opposite train. In that the trays and covers are not thermal l barriers, the 1" air space may be considered an acceptable i barrier between non-combustible materials. Similarly if it can be shown that certain cables are non-burning and there are no intervening combustibles, a 1" air space would appear to provide adequate separation between them. The inspection h criterig in Appendix B is designed to verify that where less than 6" separation exists between redundant cables and flexible conduit is used as a barrier, the cables are , non-burning and at least 1" air space is maintained between { the flexible conduit and an exposed cable. Again, the 1 flexible conduit provides a margin of protection rather than direct mitigation.

3. Failure Modes In determining the effectiveness of any material as a barrier, we must first consider the definition of a
                            " barrier" given in IEEE-384;                                        ,
                                  "A device or structure interposed between Class 1E equipment or circuits and a potential source of da= age to limit damage to Class 13 systems to an acceptable level."

Per this definition, two criteria need to be defined - i j ) the pctential acur e :f damage, and l 2) an acceptable level of degradation i Considering that the wiring in question is in the control room (a mild and controlled environment), and within low l voltage control panels, the only potential source of damage is considered to be from failures of the cables themselves. For the purpose of this analysis, the acceptable level of

j. . , degradation shall be limited to not exceeding the ratings and performance data established for the cables. -

O (12 --

                                                       - - - - . -   _a   -     ..        .___- .m         . . . _ _

___m___ -. _ _ _ __. _ . . . _ _ _ _ . . . . , _ . _ , _ . . _ _ -_ In establishing the source of damage and level of hazard, th'e 'following cable f_ailure modes are considered: a) Open Circuits , The removal of current and/or voltage from the conductor (s) of one train has no impact on redundant train wiring due to the electrical independence provided between trains in accordance with IEEE-308 and 384. From a physical , standpoint, open circuits are indiscernable from the normal low voltage switching performed at the control panels. l b) Short Circuits and Overloads Short circuits and overloads can raise the temperature of a conductor above the rating of the insulation system, not only damaging the insulation but possibly causing ignition or conductor fusing if adequate overcurrent and short circuit protection is not provided. Redundant train wiring wculd also be subject to failure if not adequately separated frca the faulted cable (s). For the failure modes being considered here, it will be shown that devices which. prevent  ! damage to faulted cables (and thuseprevent propagation:of -l l damage) due to short circuit and/or provide thermal protection from or eliminate the possibility of fire in such cables, reduce the po.tential hazards 'tc> an acceptable level consistent kith the- degree of separation. provided.

                                                            .c Mechanical damage is not postulated since the control panels are seismically qualified by the manufacturer (1).

f i C. Tefzel Cables All internal wiring supplied by the control board manufacturer has been provided with Tefzel 280 Fluoropolymer insulation (and jackets, where applicable) (2),(3). This l wiring includes prefabricated multi-conductor cables between the termination cabinets (in the cable spreading room) and

              ,    the switch modules in the control room panels. The
.                 ' insulation thickness specified (2) is a minimum of 17 mils
  .4'~             and jackets range from 20 mils (for 2 to 4 conductors) to 40 mils (for more than 18 conductors) in thickness. Tefzel has a high temperature centinuous rating of 150 C and a minimum I

g . -:

_ .. _ _..- _ _ _ ,_ _ _ . ~ . _ . . _ _ .. - __ . _ , _ _ _ _ _ . . _ 1500 hr. service rating of 205 C (3),(4). According to the f ."Fird Performance Data" provided by DuPont (See Appendix 3), Terzel 280 has passed the IEEE-383 flame test and when tested per ASTM D635 (with 116 mil test bar) it has an

  • average time of burning of less than 5 seconds, an average burn length of only 10 cm, and an oxygen index (ASTM D2863) of 30. The oxygen index rating indicates that the material requires an atmosphere containing at least 30% oxygen by 5 volume to ma-intain combustion. Since air is approximately there is no potential for

}" 21% oxygen electrically-induced by volume,(short circuit) ignition. Tefzel also t has a relatively low fuel value (5900 BTU /lb.) and although . it will' support combustion in the presence of an externally I fueled fire of sufficient magnitude, such exposure fires are not applicable to this analysis. These fires have been considered in Lhe transient fire hazards analysis performed in accordance with 10CFR50, Appendix R, and alternate shutdown provisions (outside of control room) have been implemented ('6). L l l D. Power Supplies } All power supplies to the control panels and devices installed therein are derived fron the following sources:

1) 118 Tac + 2% instrument inverters k 2) 120 Vac 710% control transformers at sce's or local control panels j 3) 120 7ac + 10% lighting distribution panels
4) 125 Vdc T140 Vdc max. ) DC distribution panels

]

5) 24.Yde (28 Vdc max) DC switchboards Zhus, all circuics ;nv:17+1 are icw vcitage.

All pre-fabricated field wiring to the hand switch modules in the control panels is multi-conductor shielded or unshielded #16 AWG stranded, tinned copper and generally routed:frcm i the termination cabinets (at elevation 807 ft.) in the cable J spreading room to the control panels (at elevation 1830 ft. ). The minimum interconnect length (~25 ft. ) of this small gage

' wire typically' limits actual fault levels in the control
   'y                  room panels to less than 1200 amperes
  • irrespective of available fault current at the termination cabinets. "The Assumes a 120 Vac source and 25' of 16 AWG conductor having resistivity of 4 1 ohms /1000' at 25 C. For DC systems (which are ungrounded), the maximum line to line fault currents will be about half the AC value.

l

,  -           . _ _ - _ _ _ _ _ ~ . _                     . . _ . _ _         __             . ~ . .   - _ _ _ -

maximu*m available fault levels a' AC and DC power supplies within the control panels have _ o been . reviewed ,for . those cases where field control wiring (#12 AWG) is brought i directly to the control panels. The 118 Vac instrumentation - power supplies and their distribution feeders are shown in ~ Figures 1 and 2 of Appendix D. All feeder cables to the control panels from the instrument distribution panels are

                   #12 AWG except for cables #NK105065 (from 1C2) and NK105326(E)

(from 1PC3-1) which are #10 AWG. The instrument distribution panels all have le 9)than able at the source . 8000A short circuit current avail-This, together with the minimum routed feeder length to any control board of 55' (from panel ! 1C2 to 1-CB-ll), yields a maximum available fault level of approximately 1600A at 1-CB-ll. Feeder sizes and lengths ~ are taken from Reference 9. ! The 125 Vac control power supplies are generally located l in the termination cabinets. However, fused distribution / blocks are also provided in the vertical panels as shown on Figure 3 of Appendix D. Fault levels at the control panels i are determined similar to the AC instrument supplies, con-sidering the maximum available fault current at the disrri-if bution panels (less than 8000A), the largest feeder cable being #10 AWG for cable #EG102856 (from 1ED2-1 to X-CV-01) and the shortest routed feeder length of 32 feet for the same cable. Since the DC system is ungrounded, the twc-way circuit length of 64' yields a maximum available short l circuit current of approximately 1500A at control panel i X-CV-01 (worst case). These fault currents are well belcw ( the minimum interrupting capacity of the standard Class E l fuses (10,000 amps per ANSI C97.1 - 1972) used in the control panels and termination cabinets and the molded case breakers

  ,                in the distribution panel boards (GE, type TED and THED with                                   j l                minimum 10,000 AIC).                                                                           !
  ;                E. Cable Size /Ampacity l                An analysis is provided in Appendix C which establishes the                                      '

minimum ampacity of the switch module wiring as approximately 20 amperes.. On this basis, the criteria for the review of circuit protection in Appendix A was very conservatively chosen limiting protective devices to fuses rated not over 10 amperes. Cables protected by devices rated ove'r 10 amperes are listed in Table 1 of the " Inspection Criteria" (Draft 3

                  , dated Februrary 21, 1985)        -- in Appendix B.

5 Except for cable types'051 and 075, all cable types listed in Table 1 are multi-conductor #16 AWG Tefzel insulated and supplied by Reliance. Cable type 051 is a 2/C - #12 AWG 600V ,

control cable and type 075 is a 14 conductor cable with 6 j L twisted pairs of #16 AWG and 1 pair of #14 AWG conductors. I i These two cable types have 90*C insulation of either EPR or '

XLPE construction. f  : . l --

                                      ._          ._                 ___              _ . - . _ _ . =      ~ ,~ _

i i

  • 3 The'Relian'ce supplied cables are used as transition cables
where #12 AWG (minimum) field control wiring entering the
  • termination cabinets is reduced to #16 AWG to facilitate installation of connectors used at the control board switch modules.

The ampacities of all cables in Table 1 ecual or exceed the protective device ratings except for the 6.9kV switchgear control circuits. The switchgear control circuits are fused at 30A to insure safe, reliable operation. The max-imum continuous load on external control wiring is less than lA total for the local and remote breaker status lights. The maximum momentary current includes an additional 5 amps to operate the trip or close coil. Spring c'harging motor I current (10A continuous; 600% in-rush) is not carried by l external control wiring. The motor circuit is energized by limit switches internal to the switchgear. The maximum current carried by the #16 AWG transition cables (less than lA continuous /SA =cmentary) is thus well within the minimum ampacity rating (20 amps).

 ;             The 30A fuses are 250V, Gould Amp-Trap Form 101 type . These fuses are current limiting and can be shown to provide more than adequate short circuit protection as follows.                    g The maximum allowable short circuiE current vs. time can be determined from ICEA - P-32-382 using the formula
                                   ~

I' t= .0297 log T2 + 234

                                  ,A  _                  T1 t-    234 where I = short circuit current (amps)
 /                    A = conductor area in circular mils                            I 1                    t = duration of short circuit (sec.)                           !

j T1 = initial conductor temperature 4 T2 = maximum short circuir temperature { h I y For the 16 AWG conductors; A = 2580 CM

 ,                    T1 = 40*C (conservative for control room environment) i                    T2 = 250*C'                                            L 4
 )          -
              .The maximum permissible I 2 t is then calculated as:

[4' 2 It= (.0297) A 21 9 T2 + 234 T1 + 234 4 4

                            =

(.0297) (2580)2109 274

                                                            =      48,849 t                                                              '

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7 2 Per Gould Shawmut Bulletin A-T618 (21976), the clearing I.t for 250V, 30A fuses is only 240 amp sec. at 250V. There-fore, actual temperature rise under short circuit conditions is neglibible. These fuses are extremely fast acting and will clear currents  ! above 30 amps in less than 10 sec. Thus, adequate cable . protection is assured. . r . r F. Non-Tefzel Cables The following cables are not Tefzel insulated or jacketed, but can be shown to have insufficient current available to k pose a hazard to adjacent safety-related cables: I a) Annunciator lampbox l i b) SSII lampbox  ! l c) Receptacle strip power cords j d) Sound-powered telephone e) Coaxial video CRT f) Fire detection Except for items a, b and c, the above listed cables are power limited and require no short circuit or overcurrent protection. An analysis for the annunciator, SSII and , receptacle strip cords is provided in Appendix D. Annunciator L pushbutton station wiring is also addressed in the Appendix. Although this wiring is Tefzel insulated, the effective fuse protection exceeds 10 amperes. i 3. Su.marv J The analysis prcvided, identifies wiring in the control panels which is adequately protected from failures within a redundant , train without need for spacial separation or rigid barriers. Servicair flexible conduit provides an additional measure of safety by precluding direct contact between redundant wiring unocr any circumstances. Primary protection betwden redundant safety trains is shown to be established by proper selection of fuses, current limited instrument and communication level 7,, power supplies and use of high temperature, flame retardant 6 Tefzel 280 insulation and jackets. < , I o O

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References:

(1) Reliance Electric Qualification Program Report #A-309-80

. (2) Gibbs & Hill Specification 2323-MS-605, Rev. 2 (3) Reliance Electric letter dated 8-18-84, and attachment
,,                     (Appendix E of this analysis)

(4) DuPont Tefzel Fluoropolymer Design Handbook { (5) Design Chan6e Authorization (DCA's) - 8830 Rev 0 and 9086 Rev. 1 . (6) CPSES Final Safety Analysis Report, Sections 7.4.1 3 4 and 9 5 1 (7) Gibbs & Hill Electrical Calculation V-6, Rev. 4

  ,               (8) Gibbs & Hill Electrical Calculation IX-5, Rev. 3 (9) Cable and Raceway Schedule - 2323-El-1700, Issue 334 i

? k i F ic . 9 e l !) c, .. - .. _ _ ~.-

                                                         . - - . .   . _        - . . . . ~ . - . . ,

4- - APPENDIX A CONTROL BOARD SWITCH MODULE TABULATION

,        The attached Table lists each of the hand switches located on the main control i          boards 1-CB-01 thru l-CB-09 and vertical panels X-CV-01 and X-CV-03. A review of the cable types against the cable and raceway schedule (El-1700) indicates i          all cables are supplied by the control board manufacturer.

All protective device ratings noted are fuse ratings unless noted otherwise. Typical abbreviations used throughout are as follows: ARR - Auxiliary Relay Rack 182-1/5C - MCC #1B2-1, Compartment SC 1-TC-01 Unit 1 Tennination Cabinet #1 SSPS - So' lid State Protective System PCS - Process Control System NIS - Nuclear Instrumentation System . NOTES:

1) See Analysis for annunciator cables in Appendix D.
2) Internally wired by control board manufacturer.
3) See also CVI drawing #C581-1200 Rev. E (Reference Spec. 2323-MS-87).
4) See also Worthington drawing #411041JT, Rev. A (Reference Scec.

2323-MS-32B).

5) Voltages are nominal 120V (ac) or 125V (dc) unless noted othersise.
6) Circuit is used as a field contact input to the SSII annunciator.

Contacts are driven by a 115Vdc, .1A power supply (AC-090) fused i at .5A. This power supply is located in the remote logic chassic mounted in the control board. See Beta Products, Inc. instruction manual for annunciator model 1220R/SPC, P.O. CP-0491, Supplement #19. Reference drawings 306002 Rev A (power supply) and 605095, Rev. C

7) (outline) . Circuit is instrumentation level and interfaces with W-7300 process control system. Set point controllers and hand / auto stations carry 110Vde, 4-20mA dc, current limited (40mA max.) analog signals. Hand /

auto stations also have 26Vdc lamp circuits powered from NCD or NTD controller cards in the card cage assembly at the process Control Cabinet. The 26Vdc power to each card cage assembly is fused at a maximum of 20A. NTD controller cards incorporate a .125A fuse in the hand / auto station lamo circuit. A 1A fuse is provided on the relay cards My;e NRC) for the 24Vdc relay power (switch contacts are in the power sui., return leg). Refer to W instruction manual .for Process Instrumentaticn and Control - TUGCo Units 1 and 2.

8) BOP analog racks contain W 7300 series process control equipment. Ecuis ment and functions are same as those used in NSSS process Control System Refer to note 7 and W instruction manual for B0P Process Instrumentation I and Control - CP-061TB. ': l
9) Control board switches interface with the solid state protection system l in two ways:

gu 1) Provide logic level input at the Universal I/O cards. Current is limited by 30.1K resistor in the 48Vdc logic circuit. .

2) Energize relays in the output cabinets. A 118Vac power sucply fused at 10A is provided to the relays. Control Board Switen
                                         ~

contacts are in the power supply return leg. Refer to W SSPS instruction manual section 2.4.2.1 and drawing 1084H36 Rev. A e b e- = _am - . v i ._. M m , . . s _ j

10) Nuclear Instrumentetion System (Refer to Westinghouse) l I '
11) Circuit drives optical isolator in solid state isolation cabinet.

Refer to Spec. 2323-ES-24.

12) W. computer-high impedance buffered alarm contact inputs.

(Refer to Westinghouse) / i k * * .

13) Rod Control, Cabinet
                           . (Refer to' Westinghouse)                                    .

l l

14) Circuit provides analog signal input to I/P converter at local control valve. Instrument pcwer supply is locatec in the main control board.

4 k O O e

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4 v 7 APPENDIX 3 CONTROL BOARD INSPECTION CRITERIA (Attachment to GTN-69756

                                               -dated January 15, 1985) 4 i

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APPENDIX C Ampacity Analysis - The attached report

  • prepared by Tensolite Co. establishes a free air a=pacity of 30 amps for a single conductor 16 AWG Tefzel insulated. cable in a 30 C ambient by interpolation and extrapolation of ampacities given in the National Electric Code Table 310-13 (1971 ed).

A comparison of ampacities in the 1971 code edition with those in Tables 310-17 and 310-19 of the 1984 edition reveal that ampacities of the staller size cables #16 AWG thru #10 AWG have been increased slightly at the 60 to 90 C ratings in cost cases. In no cases have ampacities been reduced. The validity of the extrapolation is therefore considered acceptable and somewhat conservative. Since the cables utilized in the control panels are generally culti-conductor assemblies, in accordance with note 8 to the ampacity tables in :iEC - 1984, for 7 to 24 conductors, 70% of the single conductor ampacity should be used. This results in a minicun a=pacity of 21 a= peres (.7 x 30).

  • See Section VIII t

9 i l

                                  - q.   ,
k. Annunciator Lampbox cables These cables are prefabricated #18 AWG, 60 to 80 conductor assemblies. In-sulatiort and jackets are either Tefzel or EPR/Hypalon. These cables prayide
                  ~
                                                                  ~

24Vdc power to the annunciator lamps. Drawing' ref.1 indicates there are 33 annunciator lampboxes mounted in the control panels. There are a total of 22 "AC-093", 24Vde, 7.5A power supplies located in the annunciator logic cabinet which provide power to the lampboxes. As configured, each 24V power supply provides power to up to 3 lampboxes. Each lamphax however, is powered from only 124V power supply (see drawing ref.3 thru 7). . , As shown on drawing ref. 2, the 24Vdc power supply is fused at 10A. Lamp power-com.on (+24Vdc) is carried to each lampbox on 3 conductors as shown on drawi'ng ref. 8. 'Thus, the maximum current on any conductor under normal operating conditions is 2.5A (7.5A/3 cond.). The power supply return leg from each lamp is brought back to the logic cabinet where a transistor switch is provided (ref. drawing 9). Taking the EPR cable with 90 C rated conductor temperature as a worst case, the 1984 NEC establishes an ampacity of 14 amps for up to 3 conductors in raceway or cable. Since the cable assembly exceeds 43 conductors, a derating factor of 50% is used in accordance with NOTE 8 to the NEC amca' city Tables. This results in an individual conductor ampacity of 7A for each lamo return (-2d'/dc) and 21A for the (t24V) supply conductors. In the event of a short circuit between lampbox supply (+24) conductors and lam;- return conductors, or a short in any lamp socket or transistor switch, the max-imum current in any lamp return conductor is limited by the fuse in the AC-093 power supply to 10A. However, currents less than half this value will un-coubtedly burn off the foil tracing on the pc card (in the logic cabinet) and/cr open circuit the transistor and lamp circuit even before the fuse operates. Thus, currents at or above the conductor's ampacity cannot be sustained long enough to damage cables in the control board. Annunciator Lampbox P.O. #CP-0491 Beta Products, Inc. Drawing

References:

1) 8C0667 - System Arrangement
2) S-306C03 - AC-093 Pc.ser Su::aly Schematic
3) 800706, Sn.1 Internal Wiring Logic Cacine:
4) 800720, Sh.1 Connections for ALB 1-10
5) 800721, Sh.1 Connections for ALB 11-21
6) 800722, Sh.1 Connections for ALB 22-28
7) 800723, Sh.1 Connections for ALB 29-33 8 800664 - Lampbox Wiring 9 304341 - PCB Oual Point Card Schematic  :

g. m m n o p.--== y g mr. ._ , _m ,_ ,

II. Annunciator Pushbutton Cables These cables are 12/C - #16 AWG and supplied by the control board manufacturer. The pushbuttons operate 24Vdc interface relays in the logic cabinet. As'shown in Figure 1, the circuit is powered from up to 7 AC-093 power supplies each paralleled through a blocking diode in the logic cabinet. Since pushbuttons are normally open, these cables carry no continous current. Short circuits between conductors in the control switch cable will have no adverse effect on the cable since all switch contacts are in the (-24Vdc) power i supply return leg. Shorted diodes or relay coils could potentially draw up to l 70A before power supply fuses operate (since power supplies are paralleled),

           .       however, the diodes, relay coils and/or pc board foil tracing on which they are mounted, in the annunciator -logic cabinet, are likelp to .

open circuit before the cable itself sustains any damage. i III. SSII Lampbox Cabics i The lampbox cables are prefabricated, 80/C - 318 AWG cable assemblies similar in construction to the annunciator cables. A 3.5' amp, 24 Vdc power supply is provided in the SSII logic I chassis (in the control board) which is fused at 5 a=ps and supplies common lamp pcwer distributed o"er 5 caralleled ccnductors within the cable. The remain.ing ccnductors, wMch form lamp return circuits, , each carry less than 1/4 anp and then.cnly when the.a'ssociated lame is energizec, l The SSII equipment is non-safety related, seismic Category I. Cables A0139704 (in 1-CB-02) and AG139706 (1-CB-03) are 60/C - , 418 AWG cables which provide field contact inputs to the logic chassis in the respective control board sections. .The nominal field contact common voltage is 115.Vdc and current is limited at each logic card input by a 150k chm series resistor to l approximately . 76 7 mA. (Ref. B1). All cables meet the qualification

requirements of IEEE-383- (197.4) .
7. .

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REFERENCES:

ll Beta Products, Inc. (SSII) P.O. #CP-0491 A. Drawings - i

1) 805470 - System Assembly 2)l 605095, Sh. 1 - Logic Chassis Assembly
3) 306002 - AC-090 Power Supply Assembly l
4) 805469 - Cable Assembly
5) 805492, Sh. 1 System Schematics
6) 308175, Sh. 2 - Logic Card Schematic B. Correspondence -
1) Letter from J.D. Clayton (Beta) to A. Mukherjie (CPPE) dated August 29, 1983 1,

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     'IV.             Receptacle Strip Power Cords Multi-outlet 120 Vac power strips are provided on the control wireways in the control boards to supply power                                         -i to instrument recorders and loop power supplies therein.

As shown in Figures 1 and 2, power is distributed either from the balance of plant instrument inverter panels (lC2, lEC1 and lEC2) via'6A fuses in 1-CB-ll, or from the NSSS instrument inverter panels (IPCl through IPC4) via two 15A circuit j' breakers in series at the distribution panels. Power cords to the recorders and instrument loop power supplies are Rockbestos Firewall III. These #18 AWG flexible cords. are adequately applied in accordance with Article 240-4 of the i NEC (1984). The cables have also successfully been subjected ) to 1300 hours of thermal aging at 150*C during qualification 1 testing

  • and the aged samples during LCCA testing were sub- 1 l- jected to a peak temperature of 346*F (175'C) for over j- 2 hours and held at ever 150 C for 15 hcurs.

I t-The current recuired to raise the conductor temocrature to  : 150*C may be estimated using the following formula: ' I (per Gould Shawmut Book of Electrical Information, 1981)

                                                                                                                   -j l

2 f Ts = Ta t (Tc - Ta) Is I/ 2 i } where o ! Ts = max. conductor temperature for current = Is i Ta = ambient (30*C) Tc = max rated conductor temperature for Ic per NEC '(90*C'  : ! Ic = NEC ampacity at 90*C (14A)  ! ) 150 = 30 - (90 - 30) Is/14)2 2 I i or Ig = 120 = 19.8A (90-30) (14)2 i The-15A circuit breakers (GE type TED) in the distribution ( ) panels would typically trip on such an overload within 20 minutes. This analysis is conservative in that no credit is taken for - the other loads on the circuit breaker (each feeder' services

?c*'

5 control board sections --see Figure 1) which will actually result in much. faster tripping. No credit is also taken for th'e supplementary overcurrent protection provided internal to the

                     ' instruments.
  • Refer to Rockbestos Qual. Report QR-1806R1 ,

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( g. . s ' - m;ggggy - .:.  ! . ,-;.;.. . a:. .-

                                                                                                                                                                              ,, .   . 9.;               . ,

5 . ,,,,' g,g, ._.~ Yi$$2 $

     -                      --                             2% DAMP / Heir                                                                                                                       -

I RESULTS

                            .VLfCA//7/cw                      PROVIDE BAJG A4/GottACyE ScR MOT 0t' CONT /lol C&NrdA f M AIN Co N Titel. ,OAN6l,,,, h gf. gg/g $(p" v                 a           v             -

Eat.np. TA6 do  : C ps - EPMCN8-St ( McC? X EB 4 - /A)

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4sp : _ ( -

                                               /. Grf// D/4tGrS  c:. . .
5 0800 , E/- 060,C. ,
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(R,ev.s)1- n - ' -

2. VENDo<  : ArcoR WAmu%'reN D x.. '
  • HGNDER. son INousrxiss .pw+S :

4

                                                                                                   .D -27+0G - A It A2 Rsv. O s 

i C- 27406 - 8/ Rev. 0 /

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l' 4

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}dW..$$..yyMOh%d.:yj;;$$jMie.a@k@@,'ni6))$1.U$[***                                                                       .
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n. .

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  ~e _ Cate. g ,g,,!%..

y r.o . 4 % M --- i j _: _ r,y. * . i; % 4GNGae68AA 06sesse6RS, CON $tRWCOAS .iA # -; M.E - - h .sonrsee

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                                 = A y.L - (2. =f. <p j                                                              .. -            -

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y .. . - gi , om mes.J - r .. 8 RESULTS

                           .54:4!.:tc            A CCELER A rtoN C o g ; >rs *                                                                ,

b $5E 4 2% DAMpt<y ( ricr. 444, ffs. 2R ) Ar ( vec ) = 1. I o l Ax (E-W) = o.88 J - Az (n-s) = t. o o / w e f.to / ( .SSt 4 314 DAMPw4 ( fid. 420,ffB-2R) Ay ( vstn = /. 7f / 44 ( G-w) = /. 38 / A2 (N O = / G 3. ' sse43v.o^upmq)'1.c.

                                                                                                                     /

A y ( vnn = /. 7.r/f.4 . /. o 9 < t.fo / An i E- w) = t. a s /t.4 e o.e s ' x a.g y

 ;                                                 4, ( ~-o - /. 4 ve.4 - /.,z /                                                              2 e-                                                                                                                          <   f.fo use & ssa # 2 % osuping p .a n e e o a.o w iu cy CM.wl-Anon I,
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l l U - 8"[

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i' ' ww.2.n@;t4h.i. JW ;GibbeB H!!! !"o ;[i.Y, : F %gm n e a.: y g/yy :. t-

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[. . . 7 7 .

                       <*: Afforaq CowrRol CswrTA                                                    ( /Y)CC X EBV/A ) /                                                                                                                  l-      RESULTS
 ~

(Z) USE 8-h"l/Alflsest .$ruAs CoNNGerth,q TNG ECU'PuenT(ucc) BA3G To *rRE BAsa d sua d l CA8'ner Bass to o I a p - . l* s

72. ,6 z,, /-o . I-8 D1 ,71, .

f m M l c -4. . 4, . - . .----, e ,

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q C . Me / . _4-(: m Y 4 s , A

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[

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11 , 1 *. W - L 2 '- m

  • xL1' l 6 14 Net.Jon arubs , , ,

I

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6 - 1 *Jsum .avie ' ' J saTr

                                                                                               /                                                                                                                         V Wr. cf. Equip. = /. E # .wr. DimMSoM : f0 "N x d> 0"W 2 2D ".O   ,

EE NE.NDEAsoN INpuf7At63 DWQ. C ,2740f.8/f RCA 0)

  '                                                                                                                                             /

C. G. of Eautp. AssuHaD G 60 " AsoVe rmt raup. BASE N)Ax. CoacES & .$TUD i upwr: r, - i.s m .ie a = o.2/* ( ox r. vm tsamuse

                                                                                      .         4 Ts      =
                                                                       /.S "x0.tt X f o' .3 x t7' n /. $Sj (Dn                                                     K           To E-wSwtevA.ce) 3 n -i.s Miono'rao*

4 A 20,+ 2 x 22.9' G

                                                                                                                                           - = o.G t (on r* n.s unmausa) m y u a, .
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f, _ ".'y . ~ .. ~ > ff:l ~11 R;WG .Q *u % '" . '_.fy; ,~ f 6 h e.. LUQ <* ,:@u.&k. g ,.3 kqi '& .. * . . ,y g , pg ,g,

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                                                                              .i4       ,( x annamassas DE886804AG.C08e$TRUCTORS - ' . _ . '

s

                                                                                                                                                                              , M 888'T h.'Cate.t                jfa                                   -
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GIM h' y

                                ,,,.d.'ar c e. -AxenwuoJudr                                FM ':. M M ,' A n m t w ahL A g e a m n :

iQ. 7

                 - C                         4           =-                                                                                              n-i 4 n.           4Tns O        no E e-.           -

fled. C.de- a ~

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y,

                                                +                                                  r
 ;                                                                                                                                                                                                     RESULTS
\                                                                                            #
                                        .3NGAR                       Vo-w=/. 5 x o.88/a = 0.I7 "d J

h s =1.s % t.//g = o.21 KQ Y=/ 0./7 *+ e.2/ * = 0 27 * ' v' Moors fon l"#x k" usison Sroo ( rvpc cpt- tot- 017- 3/8) STU9-0.27k 1

                                                                                                                                                /                                               YY-(.r/.49/o.inYSoxo.3 o xo.4, -                't                        = o.13' </

or (rYfs -cf L-

                                                                                                                                                     /                                           tol ot1-(                 Ew. BOLT - C,, - j "l .topat.eGrffMt . Emir LEN4nt: 6 ,")

mg)

                           # Bass k - f "x alo xg,'.C (A-5G)                                                                      <        t.G*** **41                                   yz
                                                                 '                                                                  10             JO                                 d' f()=i.5N40A/o.88**/.l'=;f27_h                                                               f
                                                                                                                                                         ~
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p,= 1.s % t.i-1.o> = o.is " .I * .

   .                                                                                                                                                      \
   '                                                                                                                                       dJ e=               /27/o.ig a 647 " ,/                                                            -
                                                                                                                                         .             I    _

v' b " 82. i trL V

                                                       /                       /              .
                                                                                                                               \r i

i D=24, 8 = 72." st=Es/g s/ ~ gaf PrI 3 T + Y. Y *+ (2 Y + K 5 **  ! Ko : -3 (e + % ) = - a ( $+7f 29f,)= . 25 77

    ;                                          x, , _ .             lo n k (g.;y ,,, 1,asudxc.g<r y ,_g,93.,gg3 A                                           72
     $.                                . -l3 =.-Kd k+fshe&Qig.'5)i98)to$l$N$$ N%

l

                                   .                  . ~ . . .
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9

                             /2 - /- 71.&kk.;-.
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U?b. $.% . - H h $l h.l ,. '. ? , ~

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N. a'i$5hwenw:w.mdl$.9.7 ^ s-/dW. Hl!!! %l 8- [,,.6k?$'. 1-['-C2?*' N

        < , .'y Cele. Dr
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g,gggggggg .o,... , g weggge,_

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                                       . s.s ..
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_Mweleer Seien Reletode\ YES noOE J Ref. Code-A  % . _ . .

      ,g .       .e,. ,,,.

g '4.,

                                                                                    ' ~ -h                    -

d* see A t/r

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MM e , c..; ;.. . m. , c ..

  , f,i .~. Oehme               Ref. -
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u. _ f + .;. '" }'

                                /)#=.p                            #/z- Y*C    3

__ o,,g [ #4/2 f'4'9/3t 6 4-7 RESULTS Of, - Y/a tj ' Mf

                                      = G. S& * /                                                                                      24 f +a.9

\ (f< - L CPr-Pd-= 2(s.u - o.5) / - i Ye = o.e 7 a e2 4 i t 72. , /

                                                                                                                          <o.25'{c og l. os d i

_ Exp. Belf /) 0. K. (. NILTI Jtt/GA. Kby//( Boq a..w/2 1.ssi.tsri/a - / . - t. 83,

s. s = c.46 <, /, o o C o'a'DE/2 EXP. B*lf Mt4rr BC Moyw z' oroK.

A Ve tD zHrdfERmCy wirM Exi.rr. .54A8 REBA /[

                                             .SDACING BET. ExP. solf'.> =2g - 2': 4.l' /

m mi. a.ir .s,oAcis / Est. 8 9 -

'. / - so e,i7 bis. =iox i"= to- 6-',,ha Cousmo /2Arto = c.4ax(ioft,.o)= o. vt j< i. oc
                                         ..                                                                                                                                               .5UPn-kwm e aT' /                    >

SAse 4 - 1,xalolGlo ( A-34) Y O*No (Mwl. Eff. 1.mqs.d* h. 0 rne Durwe ta: no4E $ d $ sets f Agw,0 A laf

                                            = lz-to". 2 *                                                                     't 6i= '*M** xo.o7= o e/4 KJk                                    s
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l -i t ]bfth

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neb}-3i9pT9NhN.,.d$hi h5WMSNShth$h;[. ..Yh-III*'AS ,. 3 ( ** f 4.;2gh,L. y i:tM4Me#s%. 2 he.hy# ene.asas.ess==as.con

s. e c .e"E-N - --jfif. --

M.f"Maf21. hD.f;3%$?f T.*}88ar.ve==@ p, }'d., 'i{ y . gl*,*{jQI i in-:

    .{f
JC.'8 - Anekoetx4. Supor sae 'Marm Conwl l' erat & Awn cmt%,1 c ,t, ,,o,_ e r o -c - =4 wor 4,y , a.g.y .

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r- . .: . .. <

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e M81A/ Co A) 79.0 4., fMS L.j TfttS-Alo : .cPy. -eQRI.V- e ars w rs CC uit 6- {"l AncHo.c Bolis conneeratcf rM auijcH1gN{ BAJS Tc rwG ccHe. FL. - \ ' o' 8 t.o cx.auT IU C*"C 6M

        '                                                                                            F L o o R.              SS To SG P0"KED 6A(K-j      b-).,$A.S. (A 320* 4! 4 7) BF TE A. IN ST A ' ' * *(' * " *
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l. -

s s f ccr.

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f.gaug. s 2 <. u <j.LA.I- l ,:/,. ,l ,- gu' w r o r souip. =

4. t " '

D'nnnsion y &uip. ,.= gg.'six is7 y x ig 'p ' > / ' ( see NGNwuaN Incatrnist Dows - .D 2 7At A 2 ) i C.4 07 GUf. A.SSUMED G OV2 &sa: .S*4

  • l
                    /~0UEJ G A A                                              -

1

  ..               OpitJ7-                    Ti nr 4./ <x h / g e 0..Sf AV
                                                                                                                                  /

l Is.

  • 4l/ t.it$ $$" to = Z. 0 $ <

k T3 = 4 / x1./x $~4't R.S"

                                                                                                                  - /' 0 2 n /
                                                                                                                  ~

4( t73% s2.S*)

                                                                                                                                               ./

T = fo. 544 s.os*+/ ot* - 4./ g = 4.G6 K Sbf.

I s __ .*12=$0$:vhj+N RWt . 'di$')'.;'. -:-:b " 0,; N Y W ' 0 .6 C '

         .           19.Y.CMNd)OQfe.%$Nf Nk.f                    .      m .

mesmessasasssensas.constaucross. r i a

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h(Q-.c.K i , , f T* M ' u. s h f tl R g gj ygg g g ygl yeeiw f p. .eigv fgggfgjpg

 ; gN.            . 3.s.-..a        n eme4 M a,tM m eca u w w 4 % ctwau r,a s u a ,gg.
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r . s w -- f .

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g- _ n,,w ,,,,,, ,,% . aseseesas- 4 y_ , amt. c.e. - m.

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g. . .g.;
                                                                                                                                                  ,                                      RESULTS P t.x l- 0 0 7 b y . g r C o N C .                                                                       ^ S,,l S i                     ,

8 *

                 ~ Cff.%77tc Jrxts: ARGA
                                         )            #
                     ' Ac = T D4 )+ 3(2.6x6,)+ 3.75 x I4 60                                           b--

f'

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l L -- l- ' ----,

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p 7E.N.5/0Al CA/M W 6*t]* -

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y 'y ^

                                                                                                                                            '%p-
                                 'Y ( A 520, G K , L 7)                                                                         }[xgygf*

7= 47 g,,j(o./42 a )= G.G7 (A-36HTTP) BEAT /N9 &pA. d' BNe d - l x g$'*x 2h

                                  .               e      I           5    ih                                                 /

1t.12g.- Mwg X 0 375 4 k:i= e.9 / #

                  . MINI.              4%h T+V $ um, csps. As (,omeo BY adT or C.*NC. Pl.JLL /               euf 44 h                       BEARIMtY l-
i. e. 4. 6t+ o n. = 5.4. 6 r,. r,7 < o . ,,
 $-                             . .. .:; c w y s . g w a : . v x 5 :sS.se"f.,ox.is.'so % ,# ->.A.!D::

a.: s  ? ' n .1 . I 1 ct ' ?k = h *]f ': WA.: s ' ,*-l , .4, , n; ,

                                                                                            .,6         Sfp                                              .
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li' h&_ -- - f ?

                    %bt 7.L6,%%!% ,                        M AhVj                  $$ l : G i b 8 H is1,'I Q q_ll\                       _@                 0              ,
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4 .,,,-. M.9 g -

                                                                              -       EISMIESAS.08880mIM.COesfaWCTORS G i                                      -              80s.

Sr I _ (( ((kk -

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V .j1, 7':'M/kI*)

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7  ? h3-?i.

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                  .      S*$ *'* YO$$h [fY YON                                                           $$ {ggfgg            &pg fyyy[, p u*l,                                                    j         ,   .

l n a _ ,,, ,,,;,, r.t. o2. , ,, .= 1 - , . .

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Neeseer Safety, fielesode , - ; ,, -

                                                                                                                                                                                                        . TES C ',- ge I
  • e7 . , ,

lesf. Code- l

     ., h r-- -

455611.f/s -

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     ,,. ge , gg.g,
.a. w -

c..$.pg .j_p. . d.g , e. q ~. v ,

                                                             ' * ~ -                  <7                                                                                                  s ,' , -

l e g ,, 4.>  ? .1,

                                                                         .                                                                                                                           RESULTS
   ,                      ANCH04 &a:7 44liA AtCA R e a'D F o M , r o G o n , tA =                                T          ,
4. t,s I.Gft I. 4 x 47
c. o fa 2. ". " / /

ARGA ABR'D fot AMAR, k V , 0 72. Al ?

                                                                                                           $frA.                     c.25xMFxA55
                                                                                                  =- 0.02.8 "'./

Z A ge s = A t + Av - O_ o 6z + 0. 0 28= c, oy, "* / uge [.{", ( ,

     ~

f 'd, 2d

                 ~
o. g, A.B. (4320, t ,, le SR l 7)

BAM . - z X2z x2s'le(A-34) SEAR 149 pecauAG G k

                                                                                                         /
                                                                                                                              }'}* f

.k = 4.68 , 2.S,= WK(,a), = 0 93 x.tl<0375 4W . u nd -n . J' Mt.5 ,-

                                                                                     - V                       cx*                  /                   2 AA = 0 93 X /,25* L25 g x 2,5
/. 82. an
  ;                                                                                                                                                                                  /

YW d~d's

                                                                                                                                                                                 ~

i 4x/,82 v BAEk-y= t ,5 ,2 , 8)x 03* j c A-sc,) se is le

                                                                                             /    .
 }
                                            = 23. 30 d ( 27                                             o.r.                                                                                (A-56)h
                                                                                                                           -I*

2 . . _ _ _..: --- - ~ l 2 . 4 : .w . /2=//* Tf . . u. . s . .

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  • p,%%Qi .'.O. em = * ;fgyngl.w:my$+R<3% .

v 'jjfy)p7 ,f $;&R<awm 4y*yy -- 53'(t "%462fA,S%;,fMy

                     ~
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G&H Job No. 2323-ooi Client ~T us i \- Calculstion Number sses - to2e se7 ..._ _ l' Dateof Originallssue 9_ w. i c, l Sheet Numbers of Originalissue ; - 17q Subject Fav.6,+,,a ' ud. c f,L , eye.~ Sn_f8 ,, 4+

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Sheet No.18# f Nuclear Safety Related @Yes No Non-Nuclear Safety Related-OA Program Applicable Yes No l Sheets Sheets Sheets Preparer (s) Checker (s) Design Reviewer Job Engineer Revision Deleted Added Revised Signature Date Signature Date ' Signature Date Signature D4 original XXX ' 1 )

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Job Engineer-To indicate above has been performed, mark with a check (/)in appropriate box. . y

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DESIGN REVIEW  !

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j RECORD FORM , . , 1

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Texas Utilities Services 2 Inc. " Comanche Peak S.E.S 2323 I CLIENT . PROJECT G3H Job.No. d- - I i

Title:

FUEL ~ B L D Cv.! prioc.Ess A l61 F , BAR. Ct3T' TING : OCA 70 4.1 ' Q.eN / D

       ,                                               O orawins                     %Calcu1=                         tion O Sp cification Af~ 6 - lO2. C                 gg+l                         IO                                                      /0 50- 8 4-t DOCUMENT NO.                                         REVISION N0.                                                                   DATE t

CO M NTS ARE AS NOTED ON DOCUMENT SHEETS LISTED BELOW EXCEPT AS t STATED HEREIN: 1 w 1( 1 4 i ( RE0'JIRED ACTION: N@ , A A A 0 MM'/ JU (jv y- l' , /O -/0-A$ DE5'IEN REVlW ENGINEER ' REVIEW DATE REQUIRED ACTION SATISFACTORILY C0f9LETED YES NO O CO M NTS: GD SITE REVIEW R5DnnTtrTRINEN 1GEIT RTE

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A . J. ' I - h;t.;: f? ,,, ,1,g. STRUCTURAL CHECKLIST-CALCULATIONS _ ,

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_. PROCEDURE.,"

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             .q.              TITLE:tFUECO t.DG'.k ' 'C'PFOC.ESS ' A IS LE. '                                                                          '

Y.f.. .n w . . spg.. c u rrl rw ' q,,- / rd 1 ITEM > Dc A Ec4s ReN. lo CONSIDERATION -

 .                                                                                                                                                                                   \

4 ,. 1 ib 1. USNRC " Current Events-Power Reactors" and " Operating i Experience" records have been considered, where applicable (Ref. Job Encr.) -- NA Z. 5 cope: covers.all intanced work. no interface , 4 caps, no overlaps (Ref. Project Guide)v u I

3. Assumptions are listed, clearly defined and reasonable p
 ,                           4. Items to be re-verified, later in design, identified                                                               g4 i*                           5. References, including other ca-lculations and                                                                                                        l Sources, are listed                                                                                            V l

2

6. A description of the methods of analysis and design is included (Ref. FSAR) NA
7. Formulae and equations are applicable and defined g A. '
8. Mathematical checII1ndicates satisfactory solution y fg. c-Au/ '
9. Conforms to specification gyA l
10. Loads and load conbinations are correct (Ref. FSAR)

(including Environmental Considerations) NA

11. Deflections and displacements are suitable and reasonable t

(Interface with other disciolines) NN

12. Compatible with equipment information (Loads Dimensions) 9A
13. Description of materials included (Ref. FSAR) g4
14. Compatible with soils capability (Ref. FSAR and Soils Report) gg
15. Compatible with related drawings y6
16. Confor1as to F5AR -

v

17. Specific references to codes and standards are included and conforins thereto (Ref. FSAR and Project Guide) N4
18. Conforms to Structural Design Criteria N A-
;                           19. Interface with other disciplines has been accomplished                                                              gg j                           20. Properly indexed and filed                                                                                           v        ~
21. Additional for computerized Calculations:

2

a. Proper Computer Program (Ref. FSAR) has been approved for use NA i j
  ;                                b. Data Input. Assumptions and Model are listed,                                                                 g4 4                                        defined and are satisfactory
c. Interpretation of Output is included NA
d. Check results for reasonableness; preferably i verified'by simplified parallel check (Ref. FSAR) M L NOTE: Design reviewer's signaturu c'onfirms that design reviewer has i

considered each item on the checklist.

                                                                                                                                                                     ~

t V Signifies design reviewer's completto of review G & H Site Review ( - NA Not Applicable /7/2 Design Reviewer's Signature . Date / o -/d -84 , Design Reviewer's Name M., A e[Ac/A

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R 0 DCA NO. 7.041 I' It.L)' (W3EgxNUN) BE ; INCORPORATED'IN 0ESIGN DOCUMENT ! 1T SAFETY RELATED' DOCUMENT:, XX YES NO I  : ORIGINAL DESIGNER CPPE XX i . 2. ORIGINATOR: THE 1 i ~

3. DESCRIPTION:

f 2323-5-0800 rey 5 _ , APPLICABLE W N /0WG/051)pg gX l, A. -

                                                 *                                <                                     .                          j THIS REVISION VOIDS AND' SUPERSEDES DCA # 7,041. REV. 9.

r 8. 0ETAI($ i' Provide installation'of supports for Waste Solidification System equipment.at< EL. 810'-6", [uelBuilding,asshownonpages2thru10. l i Revise location of 2" diameter core drill on the 1-F wall at EL.189'-3" to 4'-6" column line C F. Pages 3 and 5 revised to show as-built locations of Hilti Bolts. Page 8, 9 cand 10 added to show as-built locations of Hilti Bolts. Page 3 revised to show as-built 's condition of cut rebar. , ! Rebar cutting criteria on page 7 revised as shown to resolve NRC 4 - REV. 10: ( issue concerning a possibility that 9" deep holes may have been drilled to install Hilti 4 Bolts for process aisle rails and in the process 1 #18 rebar in the 1st and 3rd layers may havebeen cut at one rail location. In addition, page 1 and pages 3 thru 10 have undergone ] ~'- generic eattorial revision.  ;

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SUPPORTING 00CUMENTATION:_ DECD-S-2108 Rev. 1, GTT-7143, GTT-7173 ait m ut - e - ii 8 p OCT 15 Pi 1 10-11-84

5. APPROVAL SIGNATURES:- SAR/se DATE le ms4 A. ORIGINATOR: A w Art A.U.m

! 5. DESIGN REPRESENTATIVE: [&T; , DATE fo-h-f N DATE /Od7-8f C. DESIGN REVIEW PRIOR TO ISSUE: -_y o

6. STANDARD OISTRIBUTION:

35-1195 CivH Engineering i

    .                  ARMS (ORIGINAL)                    (1)       R E C E l V E D Design Review             1 (1)

E( i QUALITY ENGINEERING OCTG FOR ORIG. DESIGN (1) OCT181984 WM b4@ FORM: , TME-0C-7

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Page 2 of 10  ; l - i 1, i (' ' . Add a 3'-3" long section of rail at the east end of the existing l l

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processaislerails(SeeSht.7). These 2 sections shall butt directly up against the, existing rail and shall have the same centerline as the l existing rail. Two sets of rail clips shall be used on each rail ex-tension. The clips shall have the same detail as shown on Sht. 7. The

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